SlideShare a Scribd company logo
Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014  
INTERNATIONAL JOURNAL OF MECHANICAL ENGINEERING 
17 – 19, July 2014, Mysore, Karnataka, India 
AND TECHNOLOGY (IJMET) 
ISSN 0976 – 6340 (Print) 
ISSN 0976 – 6359 (Online) 
Volume 5, Issue 9, September (2014), pp. 266-270 
© IAEME: www.iaeme.com/IJMET.asp 
Journal Impact Factor (2014): 7.5377 (Calculated by GISI) 
www.jifactor.com 
IJMET 
© I A E M E 
ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE 
266 
 
ON MECHANICAL PROPERTIES OF GRANITE PARTICULATES 
REINFORCED EPOXY COMPOSITE 
Joel Antony D’Mello[1], S. S. Balakrishna[2] 
[1] M Tech Scholar, Department of Mechanical Engineering, Sahyadri College of Engineering  Management, Karnataka, 
India 
[2] Professor  Head, Department of Mechanical Engineering, Sahyadri College of Engineering  Management, 
Karnataka, India 
ABSTRACT 
Influence of epoxy content and granular size of granite in processing of prepared PMC using epoxy polymeric 
matrix reinforced with granite particulates has been investigated. The percentage of epoxy content, granite granular ratio 
and Compressive load are the parameters used for the study. An L27 orthogonal array and ANOVA were used to 
emphasize the contribution of individual parameters. The test samples subjected to compression test recorded a high 
compressive strength of 116 MPa for 20 percentage of weight epoxy and 50-50 granite particulate ratio. 
Keywords: ANOVA, Compression, Compressive Strength, Epoxy, Granite. 
1. INTRODUCTION 
The use of fiber reinforced composite materials has found growing importance in every field of engineering due 
to its overwhelming advantages over conventional materials. However the presence of two or more dissimilar phases 
indicts the composite material into encountering prominent challenges during material characterization. The testing 
processes involved in fiber reinforced composite materials are not the same as in the case of conventional metals due to 
their stress and load handling capacity. Therefore, testing of composite materials usually incorporates conditions and 
requirements that are not encountered in conventional metal testing. Here an alternative material embedded with high 
stiffness and damping is used for making machine tool structure. Epoxy granite is one such material that exhibits good 
material properties like high stiffness, damping and coefficient of thermal expansion. Thus the present study involves 
analyzing the material properties of epoxy granite experimentally. 
The compressive strength is largely being considered as an advertence property for structural applications and is 
popularly called to be known as material strength. The optimization of compressive strength and the understanding its 
relationship with the processing variables may be accomplished by applying statistical techniques such as design of 
experiments (DOE). The main advantage of applying DOE is the possibility of assigning a great number of variables and 
studying interactions between them. The number of total experimental runs (N) or experimental observations are 
determined by the relation N = mk, where m defines the number of levels of each variable under investigation and k, 
number of variables under investigation. 
Antonio et al [1] conducted compression tests on epoxy polymeric matrix reinforced with particulate ceramic 
granite. Experiments were planned and executed according to the Factorial design technique using two variables at two 
levels. The obtained cylindrical samples were submitted to compressive strength tests and the results showed a maximum
Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014  
17 – 19, July 2014, Mysore, Karnataka, India 
resistance of 114.23 MPa at 20 (%) weight epoxy. Lee et al [2] studied the slides of high speed CNC milling machines 
designed with fiber reinforced composite materials to overcome high speed operations. These fabricated composite 
structures reduced the weight of the vertical and horizontal slides considerably by 34% and 26% respectively, and 
increased damping by 1.5–5.7 times without sacrificing stiffness. Sulaiman et al [3] studied the effect of hardener on 
mechanical properties of carbon reinforced phenolic resin composites experimentally. The results delineated that 
composite with 15% hardener content show an increase in flexural strength, tensile strength and hardness. The ultimate 
tensile strength (UTS), flexural strength and hardness for 15% hardener were recorded to be 411.9 MPa, 51.7 MPa and 
85.4 HRR respectively. Rama Krishna et al [4] concluded that granite epoxy composite materials are resistant to acetic 
acid, concentrated hydrochloric acid and sodium hydroxide. Flaminio et al [5] studied damping effect on Granite-epoxy 
which was found to be significantly higher than the gray cast iron. For the same volume of composite materials with 
weight fractions of about 80% of granite and 20% of epoxy, damping properties showed approximately three times 
increment compared to gray cast iron. Selvakumar et al [6] concluded that for the same stiffness, the epoxy granite 
structure offers considerable weight reduction with very good damping characteristics. Ravindra et al [7] studies 
revealed that toughened epoxy resin composites with Hydroxyl terminated polyurethane (HTPU) in different proportions 
enhance the properties compared to neat matrix. The tensile and flexural strength of granite powder filled 1% HTPU 
toughened epoxy composites showed a superior result compared to those of granite powder filled epoxy composites. 
Jung et al [8] conducted studies to improve the damping characteristics of a spindle cover for high speed machine tools; 
the cover was reinforced carbon fiber epoxy composite. The tests revealed damping improvement of composite hybrid 
spindle over a wide frequency range. Based on the literature cited above the present work is one such attempt to analyze 
the material characterization of Granite epoxy composites by compression tests. 
267 
2. EXPERIMENTAL PROCEDURE 
2.1 Materials 
 
The matrix implemented was epoxy with a standard grade of L12 (3202) since it provides good resistance to 
alkalis and good adhesive properties and a K6 hardener was used. The reinforcement employed was Ceramic Granite, 
crushed and sieved to different granular sizes to accumulate the study. Two different granular sizes of 75-105 micro 
meter and 300-424 micro meter were selected and experimentation was conducted for a 50:50, 60:40 and 70:30 granule 
mixtures. The sample preparation was planned by first adding hardener to epoxy resin in ratio of 1:10 followed by 
mixing with granite to promote heterogeneity in compression samples. The specimens used in the study were Teflon 
molded. The mould cavities followed ASTM 695 and L/D ratio was fixed to 2. The obtained specimens remained in 
cavity for 24 hours followed by 4 hours of heat curing at 60ºC initially and then cured for 200 hours at room temperature. 
2.2 Plan of Experiments 
The Taguchi technique for the design of experiments is used for the plan of experiments with three factors at 
three levels. The design parameters considered were weight percentage of Epoxy and granite granular ratio. The factors 
that are considered in this experiment along with their levels are as shown in Table 1. The experiment consists of 27 tests 
corresponding to the number of rows and columns assigned with the parameters. The first column is assigned to weight 
percentage of epoxy content and second column to granite granular ratio. A standard L27 orthogonal array was chosen 
with twenty seven rows and two columns as presented in Table 2. The experiments were conducted as per the orthogonal 
array with level of parameters given in each row. The test results were subjected to the analysis of variance. 
Table 1: Process parameters and their values 
Level Epoxy Wt% 
Granite Granule 
Mix 
1 15 50-50 
2 20 60-40 
3 25 70-30 
2.3 Experimentation 
Compression tests were carried on the specimen using FIE make Universal Testing Machine of 40Ton capacity, 
establishing a load rate of 1.2kN/min. The specimens prepared as per ASTM were subjected to compression at steady 
state loading till fracture to observe the maximum compressive strength. The compressive strength was recorded through 
an FIE software interfaced to the UTM. The material characterization is measured as a function of Epoxy content and 
Granular grit ratio.
Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014  
17 – 19, July 2014, Mysore, Karnataka, India 
Epoxy Weight 
% 
15 50-50 76 
15 50-50 76 
15 50-50 73 
15 60-40 90 
15 60-40 93 
15 60-40 89 
15 70-30 73 
15 70-30 100 
15 70-30 99 
20 50-50 112 
20 50-50 105 
20 50-50 116 
20 60-40 112 
20 60-40 109 
20 60-40 107 
20 70-30 110 
20 70-30 102 
20 70-30 99 
25 50-50 105 
25 50-50 98 
25 50-50 105 
25 60-40 93 
25 60-40 105 
25 60-40 96 
25 70-30 103 
25 70-30 106 
25 70-30 99 
268 
3. RESULTS AND DISCUSSIONS 
 
The material characterization and behavior of the granite–epoxy composites has been studied as a function of 
Epoxy and granite weight content. The results obtained as per the L27 orthogonal array are shown in the Table 3. 
3.1 Analysis of Variance 
The objective of employing analysis of variance (ANOVA) was to inspect the parametric significance on the 
compressive property of the composite. The results of the experimental analysis are shown in Table 3. The maximum 
compressive strength observed during the test was recorded to be 116 MPa and this was observed for an epoxy weight 
percentage of 20 and 50:50 granite granular grit ratio. These results are subjected to Analysis of variance as shown in 
Table 4 and studied accordingly. The last column of the tables shows the percentage contribution of each factor on the 
total variation indicating the influence of the parameter on the compression. 
Table 2: Orthogonal array L27 of Taguchi Table 3: Experimental Results 
SI No 
Epoxy 
Content 
Granite 
Granule 
Ratio 
1 1 1 
2 1 1 
3 1 1 
4 1 2 
5 1 2 
6 1 2 
7 1 3 
8 1 3 
9 1 3 
10 2 1 
11 2 1 
12 2 1 
13 2 2 
14 2 2 
15 2 2 
16 2 3 
17 2 3 
18 2 3 
19 3 1 
20 3 1 
21 3 1 
22 3 2 
23 3 2 
24 3 2 
25 3 3 
26 3 3 
27 3 3 
Granite 
Granule Mix 
Compressive 
Strength MPa 
Considering the Anova results for compression tests shown in Table 4; it highlighted statistically that variable 
epoxy content was significant having a probability of approximately 63%, while granite granulation did not exhibit a 
significant outcome on the compressive strength showing a diminished probability of 1.3%. Similarly the interaction 
between epoxy and granite granules showed a impending probability of approximately 15%. It is remarkable to scrutinize 
that at an epoxy weight percentage of 20, exhibited highest compressive strength of 116 MPa compared to 15 percent and 
25 percent in weight. To highlight during fabrication of specimen 15 % by weight of epoxy and remaining percentage by 
weight of granite granule mix, observations were made that small quantity of epoxy was not able to exhibit complete wet 
ability which created difficulties in manual fabrication. For more content of epoxy, other 25% by weight showed 
sedimentation of granite granules took place in the mould cavity during curing process.
Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014  
17 – 19, July 2014, Mysore, Karnataka, India 
Fig.1: Experimental results for Variation of Compressive strength with respect to Epoxy weight percentage for 
different granular ratios 
Table 4: ANOVA for Compression tests of Granite Epoxy 
Source DF SS MS F P P% 
269 
Epoxy 
Content_1 
2 2404.96 1202.48 28.55 0 63.32 
Granule Grit 
Ratio 
2 52.52 26.26 0.62 0.547 1.3 
Interaction 4 570.59 142.65 3.39 0.031 15 
Error 18 758 42.11 20 
Total 26 3786.07 
Main Effects Plot for COMPRESSIVE STRENGTH N/sq mm 
1 2 3 
110 
105 
100 
95 
90 
85 
80 
1 2 3 
EPOXY CONTENT 
Mean 
FIBER GRIT RATIO 
Data Means 
Probability Plot of COMPRESSIVE STRENGTH N/sq mm 
60 70 80 90 100 110 120 130 140 
99 
95 
90 
80 
70 
60 
50 
40 
30 
20 
10 
5 
1 
COMPRESSIVE STRENGTH N/sq mm 
Percent 
Mean 98.11 
StDev 11.85 
N 27 
AD 0.895 
P-Value 0.019 
Normal - 95% CI 
Fig. 2: Variation of Compression strength Fig. 3: Normal probability plot of 
with respect to Epoxy and Grit ratio Compressive strength 
1 2 3 
110 
100 
90 
80 
1 2 3 
110 
100 
90 
80 
EPOXY CONTENT 
FIBER GRIT RATIO 
EPOXY 
CONTENT 
1 
2 
3 
FIBER 
GRIT 
RATIO 
1 
2 
3 
Interaction Plot for COMPRESSIVE STRENGTH N/sq mm 
Data Means 
Fig. 4: Interaction plots of variables
Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014  
17 – 19, July 2014, Mysore, Karnataka, India 
270 
 
The interaction effect plotted in Fig. 4 monitors, when change in epoxy from 15% to 20% by weight exhibits a 
positive slope highlighting its contribution elevating the compressive strength, but a negative slope is obtained when 
epoxy content increased from 20% to 25% by weight. Similarly granular ratio affected very little towards the 
improvement of compressive strength. 
CONCLUSION 
Taguchi’s robust design method is used to study the compressive behavior of the granite – epoxy composite and 
the following conclusions were drawn from this study: 
 It is observed that the maximum compressive strength of 116 MPa for 20% weight epoxy and 50% small and 50% 
large granite grit ratio. The results obtained were found to be slightly advantageous in magnitude when compared to 
other form of granite materials such as Harcrete (93% granite and Compressive strength  
c=107.6 MPa) and Anocast 
(with quartz having c of 110 to 117Mpa) [1]. 
 Statistical analysis delineated that epoxy content had a significant influence of approximately 63% followed by 
granite epoxy interaction influencing approximately close to 15% and granite grit ratio was less of approximately 2% 
on the compressive behavior of composite. The pooled error associated was very less. 
 The observed results on experimentation compared the literature with regard to compression strength which leads its 
application towards structural parts of machine tools. 
REFERENCES 
[1] Antonio P. F., Shimabukuro, F. “Characterization of Compression Strength of Granite-epoxy Composites Using 
Design of Experiments”, Journal of Materials Research, 11:(4), 2008, pp.399-404. 
[2] Lee G. D., Suh D. J., Kim S. H., Kim M. J. “Design and manufacturing of Composite high speed machine tool 
structures”, Journal of Composite Science and Technology, 64, 2003, pp.1523-1530. 
[3] Sulaiman, S., Yunus, R., Ibrahim, N. A., Rezaei, F. “Effect of Hardener on Mechanical Properties of Carbon 
Fiber Reinforced Phenolic Resin Composites”. Journal of Engineering Science and Technology, 3:(1), 2008, 
pp.79-86. 
[4] Rama Krishna H. V., Padma Priya S., Rai S. K “Tensile, Impact, and Chemical Resistance Properties of 
Granite Powder–Epoxy Composites”, Journal of Reinforced Plastics and Composites, 24, 2005, pp. 451-460. 
[5] Antonio P.F., Flaminio L. P.”Behavior of Granite-Epoxy Composite Beams Subjected to Mechanical 
Vibrations”. Journal of Materials Research, 13 :(4), 2010, pp.497-503. 
[6] Selvakumar, A., Mohanram, P.V. “Analysis of Alternative Composite Material for High Speed Precision 
Machine Tool Structures”. International Journal of Engineering. 2012 
[7] Shetty R. R., Rai S. K. “Tensile, Flexural, Density and Void Content Studies on Granite Powder Filled Hydroxyl 
Terminated Polyurethane Toughened Epoxy Composite”. Journal of Reinforced plastics and composites. 2008. 
[8] Suh, D. J., Chang H. S., Lee G. D., Choi K. J., Park S. B., “Damping characteristics of Composite Hybrid 
Spindle covers for high speed machine tools”. Journal of Processing Materials Technology, 113, 2001, 
pp.178-183.

More Related Content

What's hot

Optimization of process parameter for stir casted
Optimization of process parameter for stir castedOptimization of process parameter for stir casted
Optimization of process parameter for stir casted
eSAT Publishing House
 
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
IAEME Publication
 
Fabrication and Experimental Study of Mechanical Properties of GFRP with Whit...
Fabrication and Experimental Study of Mechanical Properties of GFRP with Whit...Fabrication and Experimental Study of Mechanical Properties of GFRP with Whit...
Fabrication and Experimental Study of Mechanical Properties of GFRP with Whit...
IRJET Journal
 
Study on Properties of Fresh and Hardened Self Compacting Concrete with Varie...
Study on Properties of Fresh and Hardened Self Compacting Concrete with Varie...Study on Properties of Fresh and Hardened Self Compacting Concrete with Varie...
Study on Properties of Fresh and Hardened Self Compacting Concrete with Varie...
IOSRJMCE
 
6.a review on wear behaviour of clutch plate made of peek composite material
6.a review on wear behaviour of clutch plate made of  peek composite material6.a review on wear behaviour of clutch plate made of  peek composite material
6.a review on wear behaviour of clutch plate made of peek composite material
EditorJST
 
Investigation of Tribological Behaviour of GF Filled Peek Composite under the...
Investigation of Tribological Behaviour of GF Filled Peek Composite under the...Investigation of Tribological Behaviour of GF Filled Peek Composite under the...
Investigation of Tribological Behaviour of GF Filled Peek Composite under the...
IJERA Editor
 
Influence of Carbon & Glass Fiber Reinforcements on Flexural Strength of Epox...
Influence of Carbon & Glass Fiber Reinforcements on Flexural Strength of Epox...Influence of Carbon & Glass Fiber Reinforcements on Flexural Strength of Epox...
Influence of Carbon & Glass Fiber Reinforcements on Flexural Strength of Epox...
IJERA Editor
 
Utilization of Demolished Concrete Waste for New Construction and Evaluation ...
Utilization of Demolished Concrete Waste for New Construction and Evaluation ...Utilization of Demolished Concrete Waste for New Construction and Evaluation ...
Utilization of Demolished Concrete Waste for New Construction and Evaluation ...
IRJET Journal
 
Fatigue test comparison b/w LM6 Al and MMC of LM6 Al
Fatigue test comparison b/w LM6 Al and MMC of LM6 AlFatigue test comparison b/w LM6 Al and MMC of LM6 Al
Fatigue test comparison b/w LM6 Al and MMC of LM6 Al
UMESH Huchappa
 
Iaetsd fabrication and characterization of b4 cp particle reinforced lm24 al ...
Iaetsd fabrication and characterization of b4 cp particle reinforced lm24 al ...Iaetsd fabrication and characterization of b4 cp particle reinforced lm24 al ...
Iaetsd fabrication and characterization of b4 cp particle reinforced lm24 al ...
Iaetsd Iaetsd
 
Comparison of strength properties of bitumen mixed with waste materials as mo
Comparison of strength properties of bitumen mixed with waste materials as moComparison of strength properties of bitumen mixed with waste materials as mo
Comparison of strength properties of bitumen mixed with waste materials as mo
IAEME Publication
 
Ak34224227
Ak34224227Ak34224227
Ak34224227
IJERA Editor
 
Effect of polypropylene fiber, steel fiber & glass fiber on properties of concre
Effect of polypropylene fiber, steel fiber & glass fiber on properties of concreEffect of polypropylene fiber, steel fiber & glass fiber on properties of concre
Effect of polypropylene fiber, steel fiber & glass fiber on properties of concre
IAEME Publication
 
Experimental and Analytical Investigation of Drilling of Sandwich Composites:...
Experimental and Analytical Investigation of Drilling of Sandwich Composites:...Experimental and Analytical Investigation of Drilling of Sandwich Composites:...
Experimental and Analytical Investigation of Drilling of Sandwich Composites:...
IOSR Journals
 
4page summary
4page summary4page summary
4page summary
Dulan Nakandala
 
Optimization of process parameter for stir casted aluminium metal matrix comp...
Optimization of process parameter for stir casted aluminium metal matrix comp...Optimization of process parameter for stir casted aluminium metal matrix comp...
Optimization of process parameter for stir casted aluminium metal matrix comp...
eSAT Journals
 
IRJET- Investigation of Mechanical and Tribological Properties of Aluminu...
IRJET-  	  Investigation of Mechanical and Tribological Properties of Aluminu...IRJET-  	  Investigation of Mechanical and Tribological Properties of Aluminu...
IRJET- Investigation of Mechanical and Tribological Properties of Aluminu...
IRJET Journal
 
Recycling Dumped Concrete for Making Concrete Paving Blocks
Recycling Dumped Concrete for Making Concrete Paving BlocksRecycling Dumped Concrete for Making Concrete Paving Blocks
Recycling Dumped Concrete for Making Concrete Paving Blocks
drboon
 
IRJET- Experimental Investigation on Glass Fibre Reinforced Concrete
IRJET-  	  Experimental Investigation on Glass Fibre Reinforced ConcreteIRJET-  	  Experimental Investigation on Glass Fibre Reinforced Concrete
IRJET- Experimental Investigation on Glass Fibre Reinforced Concrete
IRJET Journal
 

What's hot (19)

Optimization of process parameter for stir casted
Optimization of process parameter for stir castedOptimization of process parameter for stir casted
Optimization of process parameter for stir casted
 
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
 
Fabrication and Experimental Study of Mechanical Properties of GFRP with Whit...
Fabrication and Experimental Study of Mechanical Properties of GFRP with Whit...Fabrication and Experimental Study of Mechanical Properties of GFRP with Whit...
Fabrication and Experimental Study of Mechanical Properties of GFRP with Whit...
 
Study on Properties of Fresh and Hardened Self Compacting Concrete with Varie...
Study on Properties of Fresh and Hardened Self Compacting Concrete with Varie...Study on Properties of Fresh and Hardened Self Compacting Concrete with Varie...
Study on Properties of Fresh and Hardened Self Compacting Concrete with Varie...
 
6.a review on wear behaviour of clutch plate made of peek composite material
6.a review on wear behaviour of clutch plate made of  peek composite material6.a review on wear behaviour of clutch plate made of  peek composite material
6.a review on wear behaviour of clutch plate made of peek composite material
 
Investigation of Tribological Behaviour of GF Filled Peek Composite under the...
Investigation of Tribological Behaviour of GF Filled Peek Composite under the...Investigation of Tribological Behaviour of GF Filled Peek Composite under the...
Investigation of Tribological Behaviour of GF Filled Peek Composite under the...
 
Influence of Carbon & Glass Fiber Reinforcements on Flexural Strength of Epox...
Influence of Carbon & Glass Fiber Reinforcements on Flexural Strength of Epox...Influence of Carbon & Glass Fiber Reinforcements on Flexural Strength of Epox...
Influence of Carbon & Glass Fiber Reinforcements on Flexural Strength of Epox...
 
Utilization of Demolished Concrete Waste for New Construction and Evaluation ...
Utilization of Demolished Concrete Waste for New Construction and Evaluation ...Utilization of Demolished Concrete Waste for New Construction and Evaluation ...
Utilization of Demolished Concrete Waste for New Construction and Evaluation ...
 
Fatigue test comparison b/w LM6 Al and MMC of LM6 Al
Fatigue test comparison b/w LM6 Al and MMC of LM6 AlFatigue test comparison b/w LM6 Al and MMC of LM6 Al
Fatigue test comparison b/w LM6 Al and MMC of LM6 Al
 
Iaetsd fabrication and characterization of b4 cp particle reinforced lm24 al ...
Iaetsd fabrication and characterization of b4 cp particle reinforced lm24 al ...Iaetsd fabrication and characterization of b4 cp particle reinforced lm24 al ...
Iaetsd fabrication and characterization of b4 cp particle reinforced lm24 al ...
 
Comparison of strength properties of bitumen mixed with waste materials as mo
Comparison of strength properties of bitumen mixed with waste materials as moComparison of strength properties of bitumen mixed with waste materials as mo
Comparison of strength properties of bitumen mixed with waste materials as mo
 
Ak34224227
Ak34224227Ak34224227
Ak34224227
 
Effect of polypropylene fiber, steel fiber & glass fiber on properties of concre
Effect of polypropylene fiber, steel fiber & glass fiber on properties of concreEffect of polypropylene fiber, steel fiber & glass fiber on properties of concre
Effect of polypropylene fiber, steel fiber & glass fiber on properties of concre
 
Experimental and Analytical Investigation of Drilling of Sandwich Composites:...
Experimental and Analytical Investigation of Drilling of Sandwich Composites:...Experimental and Analytical Investigation of Drilling of Sandwich Composites:...
Experimental and Analytical Investigation of Drilling of Sandwich Composites:...
 
4page summary
4page summary4page summary
4page summary
 
Optimization of process parameter for stir casted aluminium metal matrix comp...
Optimization of process parameter for stir casted aluminium metal matrix comp...Optimization of process parameter for stir casted aluminium metal matrix comp...
Optimization of process parameter for stir casted aluminium metal matrix comp...
 
IRJET- Investigation of Mechanical and Tribological Properties of Aluminu...
IRJET-  	  Investigation of Mechanical and Tribological Properties of Aluminu...IRJET-  	  Investigation of Mechanical and Tribological Properties of Aluminu...
IRJET- Investigation of Mechanical and Tribological Properties of Aluminu...
 
Recycling Dumped Concrete for Making Concrete Paving Blocks
Recycling Dumped Concrete for Making Concrete Paving BlocksRecycling Dumped Concrete for Making Concrete Paving Blocks
Recycling Dumped Concrete for Making Concrete Paving Blocks
 
IRJET- Experimental Investigation on Glass Fibre Reinforced Concrete
IRJET-  	  Experimental Investigation on Glass Fibre Reinforced ConcreteIRJET-  	  Experimental Investigation on Glass Fibre Reinforced Concrete
IRJET- Experimental Investigation on Glass Fibre Reinforced Concrete
 

Viewers also liked

Equipe as Informatizadas
Equipe as InformatizadasEquipe as Informatizadas
Equipe as Informatizadas
Cláudia Burihan
 
Teruel: Arte rupestre
Teruel: Arte rupestreTeruel: Arte rupestre
Teruel: Arte rupestre
Amanda C
 
Strengthening the faith with the chief cornerstone
Strengthening the faith with the chief cornerstoneStrengthening the faith with the chief cornerstone
Strengthening the faith with the chief cornerstone
ACTS238 Believer
 
Desfile 7 de setembro 2012
Desfile 7 de setembro 2012Desfile 7 de setembro 2012
Desfile 7 de setembro 2012
Geferson Meotti
 
EQUIPE "AS COMPATÍVEIS "
EQUIPE "AS COMPATÍVEIS "EQUIPE "AS COMPATÍVEIS "
EQUIPE "AS COMPATÍVEIS "
Cláudia Burihan
 
тема3 шишков саша пк компоненты магистр-мод схема
тема3 шишков саша пк компоненты магистр-мод схематема3 шишков саша пк компоненты магистр-мод схема
тема3 шишков саша пк компоненты магистр-мод схема
TATIANA ТатьянаШишкова
 
Trabalhos realizados 1
Trabalhos realizados 1Trabalhos realizados 1
Trabalhos realizados 1
Geferson Meotti
 
Criando blogs curso
Criando blogs  cursoCriando blogs  curso
Criando blogs curso
Cláudia Burihan
 
EQUIPE " OS GUARDIÕES "
EQUIPE " OS GUARDIÕES "EQUIPE " OS GUARDIÕES "
EQUIPE " OS GUARDIÕES "
Cláudia Burihan
 
χρώματα
χρώματαχρώματα
χρώματαGIA VER
 
Visita na Casa de Weube dia 14/11/11
Visita na Casa de Weube dia 14/11/11Visita na Casa de Weube dia 14/11/11
Visita na Casa de Weube dia 14/11/11Zé de Melo
 
Correção de fluxo
Correção de fluxoCorreção de fluxo
Correção de fluxo
Geferson Meotti
 
30120140507012
3012014050701230120140507012
30120140507012
IAEME Publication
 
A 119
A 119A 119
Bend twist coupling and its effect on cavitation inception of composite marin...
Bend twist coupling and its effect on cavitation inception of composite marin...Bend twist coupling and its effect on cavitation inception of composite marin...
Bend twist coupling and its effect on cavitation inception of composite marin...
IAEME Publication
 
Criando Posts no Blog
Criando Posts no BlogCriando Posts no Blog
Criando Posts no Blog
Cláudia Burihan
 
Parametric investigations on the flow characteristics of a closed loop pulsat...
Parametric investigations on the flow characteristics of a closed loop pulsat...Parametric investigations on the flow characteristics of a closed loop pulsat...
Parametric investigations on the flow characteristics of a closed loop pulsat...
IAEME Publication
 

Viewers also liked (20)

Equipe as Informatizadas
Equipe as InformatizadasEquipe as Informatizadas
Equipe as Informatizadas
 
Teruel: Arte rupestre
Teruel: Arte rupestreTeruel: Arte rupestre
Teruel: Arte rupestre
 
Strengthening the faith with the chief cornerstone
Strengthening the faith with the chief cornerstoneStrengthening the faith with the chief cornerstone
Strengthening the faith with the chief cornerstone
 
Desfile 7 de setembro 2012
Desfile 7 de setembro 2012Desfile 7 de setembro 2012
Desfile 7 de setembro 2012
 
EQUIPE "AS COMPATÍVEIS "
EQUIPE "AS COMPATÍVEIS "EQUIPE "AS COMPATÍVEIS "
EQUIPE "AS COMPATÍVEIS "
 
Demografia
DemografiaDemografia
Demografia
 
тема3 шишков саша пк компоненты магистр-мод схема
тема3 шишков саша пк компоненты магистр-мод схематема3 шишков саша пк компоненты магистр-мод схема
тема3 шишков саша пк компоненты магистр-мод схема
 
Trabalhos realizados 1
Trabalhos realizados 1Trabalhos realizados 1
Trabalhos realizados 1
 
Criando blogs curso
Criando blogs  cursoCriando blogs  curso
Criando blogs curso
 
EQUIPE " OS GUARDIÕES "
EQUIPE " OS GUARDIÕES "EQUIPE " OS GUARDIÕES "
EQUIPE " OS GUARDIÕES "
 
χρώματα
χρώματαχρώματα
χρώματα
 
Visita na Casa de Weube dia 14/11/11
Visita na Casa de Weube dia 14/11/11Visita na Casa de Weube dia 14/11/11
Visita na Casa de Weube dia 14/11/11
 
Correção de fluxo
Correção de fluxoCorreção de fluxo
Correção de fluxo
 
30120140507012
3012014050701230120140507012
30120140507012
 
A 119
A 119A 119
A 119
 
Bend twist coupling and its effect on cavitation inception of composite marin...
Bend twist coupling and its effect on cavitation inception of composite marin...Bend twist coupling and its effect on cavitation inception of composite marin...
Bend twist coupling and its effect on cavitation inception of composite marin...
 
Promo frese 05-2012
Promo frese 05-2012Promo frese 05-2012
Promo frese 05-2012
 
A prehistoria
A prehistoriaA prehistoria
A prehistoria
 
Criando Posts no Blog
Criando Posts no BlogCriando Posts no Blog
Criando Posts no Blog
 
Parametric investigations on the flow characteristics of a closed loop pulsat...
Parametric investigations on the flow characteristics of a closed loop pulsat...Parametric investigations on the flow characteristics of a closed loop pulsat...
Parametric investigations on the flow characteristics of a closed loop pulsat...
 

Similar to Assessment of particulates matrix ratio and its influence on mechanical properties of granite particulates

ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE ON MECHANICAL PROPE...
ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE ON MECHANICAL PROPE...ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE ON MECHANICAL PROPE...
ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE ON MECHANICAL PROPE...
IAEME Publication
 
20320140503031 2
20320140503031 220320140503031 2
20320140503031 2
IAEME Publication
 
INFLUENCE OF RECYCLED RUBBER FILLER ON MECHANICAL BEHAVIOUR OF WOVEN GLASS FI...
INFLUENCE OF RECYCLED RUBBER FILLER ON MECHANICAL BEHAVIOUR OF WOVEN GLASS FI...INFLUENCE OF RECYCLED RUBBER FILLER ON MECHANICAL BEHAVIOUR OF WOVEN GLASS FI...
INFLUENCE OF RECYCLED RUBBER FILLER ON MECHANICAL BEHAVIOUR OF WOVEN GLASS FI...
IAEME Publication
 
Effect of short glass fiber and fillers on dry sliding wear behaviour of ther...
Effect of short glass fiber and fillers on dry sliding wear behaviour of ther...Effect of short glass fiber and fillers on dry sliding wear behaviour of ther...
Effect of short glass fiber and fillers on dry sliding wear behaviour of ther...
IAEME Publication
 
Structural Behaviour of Ultra High Performance Fibre Reinforced Concrete
Structural Behaviour of Ultra High Performance Fibre Reinforced ConcreteStructural Behaviour of Ultra High Performance Fibre Reinforced Concrete
Structural Behaviour of Ultra High Performance Fibre Reinforced Concrete
IRJET Journal
 
Study of the effects of carbon and glass fibre reinforcement and other filler...
Study of the effects of carbon and glass fibre reinforcement and other filler...Study of the effects of carbon and glass fibre reinforcement and other filler...
Study of the effects of carbon and glass fibre reinforcement and other filler...
eSAT Journals
 
Study of the effects of carbon and glass fibre reinforcement and other filler...
Study of the effects of carbon and glass fibre reinforcement and other filler...Study of the effects of carbon and glass fibre reinforcement and other filler...
Study of the effects of carbon and glass fibre reinforcement and other filler...
eSAT Publishing House
 
DESIGN OF RIGID PAVEMENT AND ITS COST-BENEFIT ANALYSIS BY USAGE OF VITRIFIED ...
DESIGN OF RIGID PAVEMENT AND ITS COST-BENEFIT ANALYSIS BY USAGE OF VITRIFIED ...DESIGN OF RIGID PAVEMENT AND ITS COST-BENEFIT ANALYSIS BY USAGE OF VITRIFIED ...
DESIGN OF RIGID PAVEMENT AND ITS COST-BENEFIT ANALYSIS BY USAGE OF VITRIFIED ...
IAEME Publication
 
IRJET - Impact of Steel Fibers on the Hardened Properties of High Strength Co...
IRJET - Impact of Steel Fibers on the Hardened Properties of High Strength Co...IRJET - Impact of Steel Fibers on the Hardened Properties of High Strength Co...
IRJET - Impact of Steel Fibers on the Hardened Properties of High Strength Co...
IRJET Journal
 
Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...
Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...
Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...
IJCMESJOURNAL
 
Effect of Waste Steel Slag and Silica Fume on Mechanical Properties of High S...
Effect of Waste Steel Slag and Silica Fume on Mechanical Properties of High S...Effect of Waste Steel Slag and Silica Fume on Mechanical Properties of High S...
Effect of Waste Steel Slag and Silica Fume on Mechanical Properties of High S...
IRJET Journal
 
IRJET - Experimental Investigation on Flexural Behaviour of Reinforced Concre...
IRJET - Experimental Investigation on Flexural Behaviour of Reinforced Concre...IRJET - Experimental Investigation on Flexural Behaviour of Reinforced Concre...
IRJET - Experimental Investigation on Flexural Behaviour of Reinforced Concre...
IRJET Journal
 
A Review on Study of the Behavioral Similarities Between Marshal Stability an...
A Review on Study of the Behavioral Similarities Between Marshal Stability an...A Review on Study of the Behavioral Similarities Between Marshal Stability an...
A Review on Study of the Behavioral Similarities Between Marshal Stability an...
IRJET Journal
 
IRJET- Strength and Durability Study on Concrete using Different Types of Bin...
IRJET- Strength and Durability Study on Concrete using Different Types of Bin...IRJET- Strength and Durability Study on Concrete using Different Types of Bin...
IRJET- Strength and Durability Study on Concrete using Different Types of Bin...
IRJET Journal
 
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
IAEME Publication
 
IRJET- Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET-  	  Utilization & Effects of Crown Caps on Strength Properties of Conc...IRJET-  	  Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET- Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET Journal
 
IRJET- Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET-  	  Utilization & Effects of Crown Caps on Strength Properties of Conc...IRJET-  	  Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET- Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET Journal
 
Effect of Partial Replacement of Cement by Fly Ash and Metakaolin on Concrete...
Effect of Partial Replacement of Cement by Fly Ash and Metakaolin on Concrete...Effect of Partial Replacement of Cement by Fly Ash and Metakaolin on Concrete...
Effect of Partial Replacement of Cement by Fly Ash and Metakaolin on Concrete...
IRJET Journal
 
IRJET- Study on Self Compacting Concrete using Recycled Aggregate as Part...
IRJET-  	  Study on Self Compacting Concrete using Recycled Aggregate as Part...IRJET-  	  Study on Self Compacting Concrete using Recycled Aggregate as Part...
IRJET- Study on Self Compacting Concrete using Recycled Aggregate as Part...
IRJET Journal
 
Comparative Analysis of Composite Materials based on Stress and Vibration by ...
Comparative Analysis of Composite Materials based on Stress and Vibration by ...Comparative Analysis of Composite Materials based on Stress and Vibration by ...
Comparative Analysis of Composite Materials based on Stress and Vibration by ...
IRJET Journal
 

Similar to Assessment of particulates matrix ratio and its influence on mechanical properties of granite particulates (20)

ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE ON MECHANICAL PROPE...
ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE ON MECHANICAL PROPE...ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE ON MECHANICAL PROPE...
ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE ON MECHANICAL PROPE...
 
20320140503031 2
20320140503031 220320140503031 2
20320140503031 2
 
INFLUENCE OF RECYCLED RUBBER FILLER ON MECHANICAL BEHAVIOUR OF WOVEN GLASS FI...
INFLUENCE OF RECYCLED RUBBER FILLER ON MECHANICAL BEHAVIOUR OF WOVEN GLASS FI...INFLUENCE OF RECYCLED RUBBER FILLER ON MECHANICAL BEHAVIOUR OF WOVEN GLASS FI...
INFLUENCE OF RECYCLED RUBBER FILLER ON MECHANICAL BEHAVIOUR OF WOVEN GLASS FI...
 
Effect of short glass fiber and fillers on dry sliding wear behaviour of ther...
Effect of short glass fiber and fillers on dry sliding wear behaviour of ther...Effect of short glass fiber and fillers on dry sliding wear behaviour of ther...
Effect of short glass fiber and fillers on dry sliding wear behaviour of ther...
 
Structural Behaviour of Ultra High Performance Fibre Reinforced Concrete
Structural Behaviour of Ultra High Performance Fibre Reinforced ConcreteStructural Behaviour of Ultra High Performance Fibre Reinforced Concrete
Structural Behaviour of Ultra High Performance Fibre Reinforced Concrete
 
Study of the effects of carbon and glass fibre reinforcement and other filler...
Study of the effects of carbon and glass fibre reinforcement and other filler...Study of the effects of carbon and glass fibre reinforcement and other filler...
Study of the effects of carbon and glass fibre reinforcement and other filler...
 
Study of the effects of carbon and glass fibre reinforcement and other filler...
Study of the effects of carbon and glass fibre reinforcement and other filler...Study of the effects of carbon and glass fibre reinforcement and other filler...
Study of the effects of carbon and glass fibre reinforcement and other filler...
 
DESIGN OF RIGID PAVEMENT AND ITS COST-BENEFIT ANALYSIS BY USAGE OF VITRIFIED ...
DESIGN OF RIGID PAVEMENT AND ITS COST-BENEFIT ANALYSIS BY USAGE OF VITRIFIED ...DESIGN OF RIGID PAVEMENT AND ITS COST-BENEFIT ANALYSIS BY USAGE OF VITRIFIED ...
DESIGN OF RIGID PAVEMENT AND ITS COST-BENEFIT ANALYSIS BY USAGE OF VITRIFIED ...
 
IRJET - Impact of Steel Fibers on the Hardened Properties of High Strength Co...
IRJET - Impact of Steel Fibers on the Hardened Properties of High Strength Co...IRJET - Impact of Steel Fibers on the Hardened Properties of High Strength Co...
IRJET - Impact of Steel Fibers on the Hardened Properties of High Strength Co...
 
Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...
Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...
Self-compacting Concrete Study using Recycled Asphalt Pavement Incorporating ...
 
Effect of Waste Steel Slag and Silica Fume on Mechanical Properties of High S...
Effect of Waste Steel Slag and Silica Fume on Mechanical Properties of High S...Effect of Waste Steel Slag and Silica Fume on Mechanical Properties of High S...
Effect of Waste Steel Slag and Silica Fume on Mechanical Properties of High S...
 
IRJET - Experimental Investigation on Flexural Behaviour of Reinforced Concre...
IRJET - Experimental Investigation on Flexural Behaviour of Reinforced Concre...IRJET - Experimental Investigation on Flexural Behaviour of Reinforced Concre...
IRJET - Experimental Investigation on Flexural Behaviour of Reinforced Concre...
 
A Review on Study of the Behavioral Similarities Between Marshal Stability an...
A Review on Study of the Behavioral Similarities Between Marshal Stability an...A Review on Study of the Behavioral Similarities Between Marshal Stability an...
A Review on Study of the Behavioral Similarities Between Marshal Stability an...
 
IRJET- Strength and Durability Study on Concrete using Different Types of Bin...
IRJET- Strength and Durability Study on Concrete using Different Types of Bin...IRJET- Strength and Durability Study on Concrete using Different Types of Bin...
IRJET- Strength and Durability Study on Concrete using Different Types of Bin...
 
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
Investigation of the abrasive wear behaviour of graphite filled carbon fabric...
 
IRJET- Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET-  	  Utilization & Effects of Crown Caps on Strength Properties of Conc...IRJET-  	  Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET- Utilization & Effects of Crown Caps on Strength Properties of Conc...
 
IRJET- Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET-  	  Utilization & Effects of Crown Caps on Strength Properties of Conc...IRJET-  	  Utilization & Effects of Crown Caps on Strength Properties of Conc...
IRJET- Utilization & Effects of Crown Caps on Strength Properties of Conc...
 
Effect of Partial Replacement of Cement by Fly Ash and Metakaolin on Concrete...
Effect of Partial Replacement of Cement by Fly Ash and Metakaolin on Concrete...Effect of Partial Replacement of Cement by Fly Ash and Metakaolin on Concrete...
Effect of Partial Replacement of Cement by Fly Ash and Metakaolin on Concrete...
 
IRJET- Study on Self Compacting Concrete using Recycled Aggregate as Part...
IRJET-  	  Study on Self Compacting Concrete using Recycled Aggregate as Part...IRJET-  	  Study on Self Compacting Concrete using Recycled Aggregate as Part...
IRJET- Study on Self Compacting Concrete using Recycled Aggregate as Part...
 
Comparative Analysis of Composite Materials based on Stress and Vibration by ...
Comparative Analysis of Composite Materials based on Stress and Vibration by ...Comparative Analysis of Composite Materials based on Stress and Vibration by ...
Comparative Analysis of Composite Materials based on Stress and Vibration by ...
 

More from IAEME Publication

IAEME_Publication_Call_for_Paper_September_2022.pdf
IAEME_Publication_Call_for_Paper_September_2022.pdfIAEME_Publication_Call_for_Paper_September_2022.pdf
IAEME_Publication_Call_for_Paper_September_2022.pdf
IAEME Publication
 
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
IAEME Publication
 
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURSA STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
IAEME Publication
 
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURSBROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
IAEME Publication
 
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONSDETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
IAEME Publication
 
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONSANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
IAEME Publication
 
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINOVOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
IAEME Publication
 
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
IAEME Publication
 
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMYVISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
IAEME Publication
 
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
IAEME Publication
 
GANDHI ON NON-VIOLENT POLICE
GANDHI ON NON-VIOLENT POLICEGANDHI ON NON-VIOLENT POLICE
GANDHI ON NON-VIOLENT POLICE
IAEME Publication
 
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
IAEME Publication
 
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
IAEME Publication
 
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
IAEME Publication
 
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
IAEME Publication
 
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
IAEME Publication
 
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
IAEME Publication
 
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
IAEME Publication
 
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
IAEME Publication
 
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENTA MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
IAEME Publication
 

More from IAEME Publication (20)

IAEME_Publication_Call_for_Paper_September_2022.pdf
IAEME_Publication_Call_for_Paper_September_2022.pdfIAEME_Publication_Call_for_Paper_September_2022.pdf
IAEME_Publication_Call_for_Paper_September_2022.pdf
 
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
MODELING AND ANALYSIS OF SURFACE ROUGHNESS AND WHITE LATER THICKNESS IN WIRE-...
 
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURSA STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
A STUDY ON THE REASONS FOR TRANSGENDER TO BECOME ENTREPRENEURS
 
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURSBROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
BROAD UNEXPOSED SKILLS OF TRANSGENDER ENTREPRENEURS
 
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONSDETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
DETERMINANTS AFFECTING THE USER'S INTENTION TO USE MOBILE BANKING APPLICATIONS
 
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONSANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
ANALYSE THE USER PREDILECTION ON GPAY AND PHONEPE FOR DIGITAL TRANSACTIONS
 
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINOVOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
VOICE BASED ATM FOR VISUALLY IMPAIRED USING ARDUINO
 
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
IMPACT OF EMOTIONAL INTELLIGENCE ON HUMAN RESOURCE MANAGEMENT PRACTICES AMONG...
 
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMYVISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
VISUALISING AGING PARENTS & THEIR CLOSE CARERS LIFE JOURNEY IN AGING ECONOMY
 
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
A STUDY ON THE IMPACT OF ORGANIZATIONAL CULTURE ON THE EFFECTIVENESS OF PERFO...
 
GANDHI ON NON-VIOLENT POLICE
GANDHI ON NON-VIOLENT POLICEGANDHI ON NON-VIOLENT POLICE
GANDHI ON NON-VIOLENT POLICE
 
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
A STUDY ON TALENT MANAGEMENT AND ITS IMPACT ON EMPLOYEE RETENTION IN SELECTED...
 
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
ATTRITION IN THE IT INDUSTRY DURING COVID-19 PANDEMIC: LINKING EMOTIONAL INTE...
 
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
INFLUENCE OF TALENT MANAGEMENT PRACTICES ON ORGANIZATIONAL PERFORMANCE A STUD...
 
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
A STUDY OF VARIOUS TYPES OF LOANS OF SELECTED PUBLIC AND PRIVATE SECTOR BANKS...
 
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
EXPERIMENTAL STUDY OF MECHANICAL AND TRIBOLOGICAL RELATION OF NYLON/BaSO4 POL...
 
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
ROLE OF SOCIAL ENTREPRENEURSHIP IN RURAL DEVELOPMENT OF INDIA - PROBLEMS AND ...
 
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
OPTIMAL RECONFIGURATION OF POWER DISTRIBUTION RADIAL NETWORK USING HYBRID MET...
 
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
APPLICATION OF FRUGAL APPROACH FOR PRODUCTIVITY IMPROVEMENT - A CASE STUDY OF...
 
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENTA MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
A MULTIPLE – CHANNEL QUEUING MODELS ON FUZZY ENVIRONMENT
 

Recently uploaded

GraphRAG for Life Science to increase LLM accuracy
GraphRAG for Life Science to increase LLM accuracyGraphRAG for Life Science to increase LLM accuracy
GraphRAG for Life Science to increase LLM accuracy
Tomaz Bratanic
 
Uni Systems Copilot event_05062024_C.Vlachos.pdf
Uni Systems Copilot event_05062024_C.Vlachos.pdfUni Systems Copilot event_05062024_C.Vlachos.pdf
Uni Systems Copilot event_05062024_C.Vlachos.pdf
Uni Systems S.M.S.A.
 
Full-RAG: A modern architecture for hyper-personalization
Full-RAG: A modern architecture for hyper-personalizationFull-RAG: A modern architecture for hyper-personalization
Full-RAG: A modern architecture for hyper-personalization
Zilliz
 
Climate Impact of Software Testing at Nordic Testing Days
Climate Impact of Software Testing at Nordic Testing DaysClimate Impact of Software Testing at Nordic Testing Days
Climate Impact of Software Testing at Nordic Testing Days
Kari Kakkonen
 
Presentation of the OECD Artificial Intelligence Review of Germany
Presentation of the OECD Artificial Intelligence Review of GermanyPresentation of the OECD Artificial Intelligence Review of Germany
Presentation of the OECD Artificial Intelligence Review of Germany
innovationoecd
 
AI 101: An Introduction to the Basics and Impact of Artificial Intelligence
AI 101: An Introduction to the Basics and Impact of Artificial IntelligenceAI 101: An Introduction to the Basics and Impact of Artificial Intelligence
AI 101: An Introduction to the Basics and Impact of Artificial Intelligence
IndexBug
 
Ocean lotus Threat actors project by John Sitima 2024 (1).pptx
Ocean lotus Threat actors project by John Sitima 2024 (1).pptxOcean lotus Threat actors project by John Sitima 2024 (1).pptx
Ocean lotus Threat actors project by John Sitima 2024 (1).pptx
SitimaJohn
 
Best 20 SEO Techniques To Improve Website Visibility In SERP
Best 20 SEO Techniques To Improve Website Visibility In SERPBest 20 SEO Techniques To Improve Website Visibility In SERP
Best 20 SEO Techniques To Improve Website Visibility In SERP
Pixlogix Infotech
 
TrustArc Webinar - 2024 Global Privacy Survey
TrustArc Webinar - 2024 Global Privacy SurveyTrustArc Webinar - 2024 Global Privacy Survey
TrustArc Webinar - 2024 Global Privacy Survey
TrustArc
 
OpenID AuthZEN Interop Read Out - Authorization
OpenID AuthZEN Interop Read Out - AuthorizationOpenID AuthZEN Interop Read Out - Authorization
OpenID AuthZEN Interop Read Out - Authorization
David Brossard
 
“Building and Scaling AI Applications with the Nx AI Manager,” a Presentation...
“Building and Scaling AI Applications with the Nx AI Manager,” a Presentation...“Building and Scaling AI Applications with the Nx AI Manager,” a Presentation...
“Building and Scaling AI Applications with the Nx AI Manager,” a Presentation...
Edge AI and Vision Alliance
 
Choosing The Best AWS Service For Your Website + API.pptx
Choosing The Best AWS Service For Your Website + API.pptxChoosing The Best AWS Service For Your Website + API.pptx
Choosing The Best AWS Service For Your Website + API.pptx
Brandon Minnick, MBA
 
Serial Arm Control in Real Time Presentation
Serial Arm Control in Real Time PresentationSerial Arm Control in Real Time Presentation
Serial Arm Control in Real Time Presentation
tolgahangng
 
“I’m still / I’m still / Chaining from the Block”
“I’m still / I’m still / Chaining from the Block”“I’m still / I’m still / Chaining from the Block”
“I’m still / I’m still / Chaining from the Block”
Claudio Di Ciccio
 
Taking AI to the Next Level in Manufacturing.pdf
Taking AI to the Next Level in Manufacturing.pdfTaking AI to the Next Level in Manufacturing.pdf
Taking AI to the Next Level in Manufacturing.pdf
ssuserfac0301
 
CAKE: Sharing Slices of Confidential Data on Blockchain
CAKE: Sharing Slices of Confidential Data on BlockchainCAKE: Sharing Slices of Confidential Data on Blockchain
CAKE: Sharing Slices of Confidential Data on Blockchain
Claudio Di Ciccio
 
みなさんこんにちはこれ何文字まで入るの?40文字以下不可とか本当に意味わからないけどこれ限界文字数書いてないからマジでやばい文字数いけるんじゃないの?えこ...
みなさんこんにちはこれ何文字まで入るの?40文字以下不可とか本当に意味わからないけどこれ限界文字数書いてないからマジでやばい文字数いけるんじゃないの?えこ...みなさんこんにちはこれ何文字まで入るの?40文字以下不可とか本当に意味わからないけどこれ限界文字数書いてないからマジでやばい文字数いけるんじゃないの?えこ...
みなさんこんにちはこれ何文字まで入るの?40文字以下不可とか本当に意味わからないけどこれ限界文字数書いてないからマジでやばい文字数いけるんじゃないの?えこ...
名前 です男
 
GenAI Pilot Implementation in the organizations
GenAI Pilot Implementation in the organizationsGenAI Pilot Implementation in the organizations
GenAI Pilot Implementation in the organizations
kumardaparthi1024
 
Generating privacy-protected synthetic data using Secludy and Milvus
Generating privacy-protected synthetic data using Secludy and MilvusGenerating privacy-protected synthetic data using Secludy and Milvus
Generating privacy-protected synthetic data using Secludy and Milvus
Zilliz
 
20240609 QFM020 Irresponsible AI Reading List May 2024
20240609 QFM020 Irresponsible AI Reading List May 202420240609 QFM020 Irresponsible AI Reading List May 2024
20240609 QFM020 Irresponsible AI Reading List May 2024
Matthew Sinclair
 

Recently uploaded (20)

GraphRAG for Life Science to increase LLM accuracy
GraphRAG for Life Science to increase LLM accuracyGraphRAG for Life Science to increase LLM accuracy
GraphRAG for Life Science to increase LLM accuracy
 
Uni Systems Copilot event_05062024_C.Vlachos.pdf
Uni Systems Copilot event_05062024_C.Vlachos.pdfUni Systems Copilot event_05062024_C.Vlachos.pdf
Uni Systems Copilot event_05062024_C.Vlachos.pdf
 
Full-RAG: A modern architecture for hyper-personalization
Full-RAG: A modern architecture for hyper-personalizationFull-RAG: A modern architecture for hyper-personalization
Full-RAG: A modern architecture for hyper-personalization
 
Climate Impact of Software Testing at Nordic Testing Days
Climate Impact of Software Testing at Nordic Testing DaysClimate Impact of Software Testing at Nordic Testing Days
Climate Impact of Software Testing at Nordic Testing Days
 
Presentation of the OECD Artificial Intelligence Review of Germany
Presentation of the OECD Artificial Intelligence Review of GermanyPresentation of the OECD Artificial Intelligence Review of Germany
Presentation of the OECD Artificial Intelligence Review of Germany
 
AI 101: An Introduction to the Basics and Impact of Artificial Intelligence
AI 101: An Introduction to the Basics and Impact of Artificial IntelligenceAI 101: An Introduction to the Basics and Impact of Artificial Intelligence
AI 101: An Introduction to the Basics and Impact of Artificial Intelligence
 
Ocean lotus Threat actors project by John Sitima 2024 (1).pptx
Ocean lotus Threat actors project by John Sitima 2024 (1).pptxOcean lotus Threat actors project by John Sitima 2024 (1).pptx
Ocean lotus Threat actors project by John Sitima 2024 (1).pptx
 
Best 20 SEO Techniques To Improve Website Visibility In SERP
Best 20 SEO Techniques To Improve Website Visibility In SERPBest 20 SEO Techniques To Improve Website Visibility In SERP
Best 20 SEO Techniques To Improve Website Visibility In SERP
 
TrustArc Webinar - 2024 Global Privacy Survey
TrustArc Webinar - 2024 Global Privacy SurveyTrustArc Webinar - 2024 Global Privacy Survey
TrustArc Webinar - 2024 Global Privacy Survey
 
OpenID AuthZEN Interop Read Out - Authorization
OpenID AuthZEN Interop Read Out - AuthorizationOpenID AuthZEN Interop Read Out - Authorization
OpenID AuthZEN Interop Read Out - Authorization
 
“Building and Scaling AI Applications with the Nx AI Manager,” a Presentation...
“Building and Scaling AI Applications with the Nx AI Manager,” a Presentation...“Building and Scaling AI Applications with the Nx AI Manager,” a Presentation...
“Building and Scaling AI Applications with the Nx AI Manager,” a Presentation...
 
Choosing The Best AWS Service For Your Website + API.pptx
Choosing The Best AWS Service For Your Website + API.pptxChoosing The Best AWS Service For Your Website + API.pptx
Choosing The Best AWS Service For Your Website + API.pptx
 
Serial Arm Control in Real Time Presentation
Serial Arm Control in Real Time PresentationSerial Arm Control in Real Time Presentation
Serial Arm Control in Real Time Presentation
 
“I’m still / I’m still / Chaining from the Block”
“I’m still / I’m still / Chaining from the Block”“I’m still / I’m still / Chaining from the Block”
“I’m still / I’m still / Chaining from the Block”
 
Taking AI to the Next Level in Manufacturing.pdf
Taking AI to the Next Level in Manufacturing.pdfTaking AI to the Next Level in Manufacturing.pdf
Taking AI to the Next Level in Manufacturing.pdf
 
CAKE: Sharing Slices of Confidential Data on Blockchain
CAKE: Sharing Slices of Confidential Data on BlockchainCAKE: Sharing Slices of Confidential Data on Blockchain
CAKE: Sharing Slices of Confidential Data on Blockchain
 
みなさんこんにちはこれ何文字まで入るの?40文字以下不可とか本当に意味わからないけどこれ限界文字数書いてないからマジでやばい文字数いけるんじゃないの?えこ...
みなさんこんにちはこれ何文字まで入るの?40文字以下不可とか本当に意味わからないけどこれ限界文字数書いてないからマジでやばい文字数いけるんじゃないの?えこ...みなさんこんにちはこれ何文字まで入るの?40文字以下不可とか本当に意味わからないけどこれ限界文字数書いてないからマジでやばい文字数いけるんじゃないの?えこ...
みなさんこんにちはこれ何文字まで入るの?40文字以下不可とか本当に意味わからないけどこれ限界文字数書いてないからマジでやばい文字数いけるんじゃないの?えこ...
 
GenAI Pilot Implementation in the organizations
GenAI Pilot Implementation in the organizationsGenAI Pilot Implementation in the organizations
GenAI Pilot Implementation in the organizations
 
Generating privacy-protected synthetic data using Secludy and Milvus
Generating privacy-protected synthetic data using Secludy and MilvusGenerating privacy-protected synthetic data using Secludy and Milvus
Generating privacy-protected synthetic data using Secludy and Milvus
 
20240609 QFM020 Irresponsible AI Reading List May 2024
20240609 QFM020 Irresponsible AI Reading List May 202420240609 QFM020 Irresponsible AI Reading List May 2024
20240609 QFM020 Irresponsible AI Reading List May 2024
 

Assessment of particulates matrix ratio and its influence on mechanical properties of granite particulates

  • 1. Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014 INTERNATIONAL JOURNAL OF MECHANICAL ENGINEERING 17 – 19, July 2014, Mysore, Karnataka, India AND TECHNOLOGY (IJMET) ISSN 0976 – 6340 (Print) ISSN 0976 – 6359 (Online) Volume 5, Issue 9, September (2014), pp. 266-270 © IAEME: www.iaeme.com/IJMET.asp Journal Impact Factor (2014): 7.5377 (Calculated by GISI) www.jifactor.com IJMET © I A E M E ASSESSMENT OF PARTICULATES MATRIX RATIO AND ITS INFLUENCE 266 ON MECHANICAL PROPERTIES OF GRANITE PARTICULATES REINFORCED EPOXY COMPOSITE Joel Antony D’Mello[1], S. S. Balakrishna[2] [1] M Tech Scholar, Department of Mechanical Engineering, Sahyadri College of Engineering Management, Karnataka, India [2] Professor Head, Department of Mechanical Engineering, Sahyadri College of Engineering Management, Karnataka, India ABSTRACT Influence of epoxy content and granular size of granite in processing of prepared PMC using epoxy polymeric matrix reinforced with granite particulates has been investigated. The percentage of epoxy content, granite granular ratio and Compressive load are the parameters used for the study. An L27 orthogonal array and ANOVA were used to emphasize the contribution of individual parameters. The test samples subjected to compression test recorded a high compressive strength of 116 MPa for 20 percentage of weight epoxy and 50-50 granite particulate ratio. Keywords: ANOVA, Compression, Compressive Strength, Epoxy, Granite. 1. INTRODUCTION The use of fiber reinforced composite materials has found growing importance in every field of engineering due to its overwhelming advantages over conventional materials. However the presence of two or more dissimilar phases indicts the composite material into encountering prominent challenges during material characterization. The testing processes involved in fiber reinforced composite materials are not the same as in the case of conventional metals due to their stress and load handling capacity. Therefore, testing of composite materials usually incorporates conditions and requirements that are not encountered in conventional metal testing. Here an alternative material embedded with high stiffness and damping is used for making machine tool structure. Epoxy granite is one such material that exhibits good material properties like high stiffness, damping and coefficient of thermal expansion. Thus the present study involves analyzing the material properties of epoxy granite experimentally. The compressive strength is largely being considered as an advertence property for structural applications and is popularly called to be known as material strength. The optimization of compressive strength and the understanding its relationship with the processing variables may be accomplished by applying statistical techniques such as design of experiments (DOE). The main advantage of applying DOE is the possibility of assigning a great number of variables and studying interactions between them. The number of total experimental runs (N) or experimental observations are determined by the relation N = mk, where m defines the number of levels of each variable under investigation and k, number of variables under investigation. Antonio et al [1] conducted compression tests on epoxy polymeric matrix reinforced with particulate ceramic granite. Experiments were planned and executed according to the Factorial design technique using two variables at two levels. The obtained cylindrical samples were submitted to compressive strength tests and the results showed a maximum
  • 2. Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014 17 – 19, July 2014, Mysore, Karnataka, India resistance of 114.23 MPa at 20 (%) weight epoxy. Lee et al [2] studied the slides of high speed CNC milling machines designed with fiber reinforced composite materials to overcome high speed operations. These fabricated composite structures reduced the weight of the vertical and horizontal slides considerably by 34% and 26% respectively, and increased damping by 1.5–5.7 times without sacrificing stiffness. Sulaiman et al [3] studied the effect of hardener on mechanical properties of carbon reinforced phenolic resin composites experimentally. The results delineated that composite with 15% hardener content show an increase in flexural strength, tensile strength and hardness. The ultimate tensile strength (UTS), flexural strength and hardness for 15% hardener were recorded to be 411.9 MPa, 51.7 MPa and 85.4 HRR respectively. Rama Krishna et al [4] concluded that granite epoxy composite materials are resistant to acetic acid, concentrated hydrochloric acid and sodium hydroxide. Flaminio et al [5] studied damping effect on Granite-epoxy which was found to be significantly higher than the gray cast iron. For the same volume of composite materials with weight fractions of about 80% of granite and 20% of epoxy, damping properties showed approximately three times increment compared to gray cast iron. Selvakumar et al [6] concluded that for the same stiffness, the epoxy granite structure offers considerable weight reduction with very good damping characteristics. Ravindra et al [7] studies revealed that toughened epoxy resin composites with Hydroxyl terminated polyurethane (HTPU) in different proportions enhance the properties compared to neat matrix. The tensile and flexural strength of granite powder filled 1% HTPU toughened epoxy composites showed a superior result compared to those of granite powder filled epoxy composites. Jung et al [8] conducted studies to improve the damping characteristics of a spindle cover for high speed machine tools; the cover was reinforced carbon fiber epoxy composite. The tests revealed damping improvement of composite hybrid spindle over a wide frequency range. Based on the literature cited above the present work is one such attempt to analyze the material characterization of Granite epoxy composites by compression tests. 267 2. EXPERIMENTAL PROCEDURE 2.1 Materials The matrix implemented was epoxy with a standard grade of L12 (3202) since it provides good resistance to alkalis and good adhesive properties and a K6 hardener was used. The reinforcement employed was Ceramic Granite, crushed and sieved to different granular sizes to accumulate the study. Two different granular sizes of 75-105 micro meter and 300-424 micro meter were selected and experimentation was conducted for a 50:50, 60:40 and 70:30 granule mixtures. The sample preparation was planned by first adding hardener to epoxy resin in ratio of 1:10 followed by mixing with granite to promote heterogeneity in compression samples. The specimens used in the study were Teflon molded. The mould cavities followed ASTM 695 and L/D ratio was fixed to 2. The obtained specimens remained in cavity for 24 hours followed by 4 hours of heat curing at 60ºC initially and then cured for 200 hours at room temperature. 2.2 Plan of Experiments The Taguchi technique for the design of experiments is used for the plan of experiments with three factors at three levels. The design parameters considered were weight percentage of Epoxy and granite granular ratio. The factors that are considered in this experiment along with their levels are as shown in Table 1. The experiment consists of 27 tests corresponding to the number of rows and columns assigned with the parameters. The first column is assigned to weight percentage of epoxy content and second column to granite granular ratio. A standard L27 orthogonal array was chosen with twenty seven rows and two columns as presented in Table 2. The experiments were conducted as per the orthogonal array with level of parameters given in each row. The test results were subjected to the analysis of variance. Table 1: Process parameters and their values Level Epoxy Wt% Granite Granule Mix 1 15 50-50 2 20 60-40 3 25 70-30 2.3 Experimentation Compression tests were carried on the specimen using FIE make Universal Testing Machine of 40Ton capacity, establishing a load rate of 1.2kN/min. The specimens prepared as per ASTM were subjected to compression at steady state loading till fracture to observe the maximum compressive strength. The compressive strength was recorded through an FIE software interfaced to the UTM. The material characterization is measured as a function of Epoxy content and Granular grit ratio.
  • 3. Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014 17 – 19, July 2014, Mysore, Karnataka, India Epoxy Weight % 15 50-50 76 15 50-50 76 15 50-50 73 15 60-40 90 15 60-40 93 15 60-40 89 15 70-30 73 15 70-30 100 15 70-30 99 20 50-50 112 20 50-50 105 20 50-50 116 20 60-40 112 20 60-40 109 20 60-40 107 20 70-30 110 20 70-30 102 20 70-30 99 25 50-50 105 25 50-50 98 25 50-50 105 25 60-40 93 25 60-40 105 25 60-40 96 25 70-30 103 25 70-30 106 25 70-30 99 268 3. RESULTS AND DISCUSSIONS The material characterization and behavior of the granite–epoxy composites has been studied as a function of Epoxy and granite weight content. The results obtained as per the L27 orthogonal array are shown in the Table 3. 3.1 Analysis of Variance The objective of employing analysis of variance (ANOVA) was to inspect the parametric significance on the compressive property of the composite. The results of the experimental analysis are shown in Table 3. The maximum compressive strength observed during the test was recorded to be 116 MPa and this was observed for an epoxy weight percentage of 20 and 50:50 granite granular grit ratio. These results are subjected to Analysis of variance as shown in Table 4 and studied accordingly. The last column of the tables shows the percentage contribution of each factor on the total variation indicating the influence of the parameter on the compression. Table 2: Orthogonal array L27 of Taguchi Table 3: Experimental Results SI No Epoxy Content Granite Granule Ratio 1 1 1 2 1 1 3 1 1 4 1 2 5 1 2 6 1 2 7 1 3 8 1 3 9 1 3 10 2 1 11 2 1 12 2 1 13 2 2 14 2 2 15 2 2 16 2 3 17 2 3 18 2 3 19 3 1 20 3 1 21 3 1 22 3 2 23 3 2 24 3 2 25 3 3 26 3 3 27 3 3 Granite Granule Mix Compressive Strength MPa Considering the Anova results for compression tests shown in Table 4; it highlighted statistically that variable epoxy content was significant having a probability of approximately 63%, while granite granulation did not exhibit a significant outcome on the compressive strength showing a diminished probability of 1.3%. Similarly the interaction between epoxy and granite granules showed a impending probability of approximately 15%. It is remarkable to scrutinize that at an epoxy weight percentage of 20, exhibited highest compressive strength of 116 MPa compared to 15 percent and 25 percent in weight. To highlight during fabrication of specimen 15 % by weight of epoxy and remaining percentage by weight of granite granule mix, observations were made that small quantity of epoxy was not able to exhibit complete wet ability which created difficulties in manual fabrication. For more content of epoxy, other 25% by weight showed sedimentation of granite granules took place in the mould cavity during curing process.
  • 4. Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014 17 – 19, July 2014, Mysore, Karnataka, India Fig.1: Experimental results for Variation of Compressive strength with respect to Epoxy weight percentage for different granular ratios Table 4: ANOVA for Compression tests of Granite Epoxy Source DF SS MS F P P% 269 Epoxy Content_1 2 2404.96 1202.48 28.55 0 63.32 Granule Grit Ratio 2 52.52 26.26 0.62 0.547 1.3 Interaction 4 570.59 142.65 3.39 0.031 15 Error 18 758 42.11 20 Total 26 3786.07 Main Effects Plot for COMPRESSIVE STRENGTH N/sq mm 1 2 3 110 105 100 95 90 85 80 1 2 3 EPOXY CONTENT Mean FIBER GRIT RATIO Data Means Probability Plot of COMPRESSIVE STRENGTH N/sq mm 60 70 80 90 100 110 120 130 140 99 95 90 80 70 60 50 40 30 20 10 5 1 COMPRESSIVE STRENGTH N/sq mm Percent Mean 98.11 StDev 11.85 N 27 AD 0.895 P-Value 0.019 Normal - 95% CI Fig. 2: Variation of Compression strength Fig. 3: Normal probability plot of with respect to Epoxy and Grit ratio Compressive strength 1 2 3 110 100 90 80 1 2 3 110 100 90 80 EPOXY CONTENT FIBER GRIT RATIO EPOXY CONTENT 1 2 3 FIBER GRIT RATIO 1 2 3 Interaction Plot for COMPRESSIVE STRENGTH N/sq mm Data Means Fig. 4: Interaction plots of variables
  • 5. Proceedings of the 2nd International Conference on Current Trends in Engineering and Management ICCTEM -2014 17 – 19, July 2014, Mysore, Karnataka, India 270 The interaction effect plotted in Fig. 4 monitors, when change in epoxy from 15% to 20% by weight exhibits a positive slope highlighting its contribution elevating the compressive strength, but a negative slope is obtained when epoxy content increased from 20% to 25% by weight. Similarly granular ratio affected very little towards the improvement of compressive strength. CONCLUSION Taguchi’s robust design method is used to study the compressive behavior of the granite – epoxy composite and the following conclusions were drawn from this study: It is observed that the maximum compressive strength of 116 MPa for 20% weight epoxy and 50% small and 50% large granite grit ratio. The results obtained were found to be slightly advantageous in magnitude when compared to other form of granite materials such as Harcrete (93% granite and Compressive strength c=107.6 MPa) and Anocast (with quartz having c of 110 to 117Mpa) [1]. Statistical analysis delineated that epoxy content had a significant influence of approximately 63% followed by granite epoxy interaction influencing approximately close to 15% and granite grit ratio was less of approximately 2% on the compressive behavior of composite. The pooled error associated was very less. The observed results on experimentation compared the literature with regard to compression strength which leads its application towards structural parts of machine tools. REFERENCES [1] Antonio P. F., Shimabukuro, F. “Characterization of Compression Strength of Granite-epoxy Composites Using Design of Experiments”, Journal of Materials Research, 11:(4), 2008, pp.399-404. [2] Lee G. D., Suh D. J., Kim S. H., Kim M. J. “Design and manufacturing of Composite high speed machine tool structures”, Journal of Composite Science and Technology, 64, 2003, pp.1523-1530. [3] Sulaiman, S., Yunus, R., Ibrahim, N. A., Rezaei, F. “Effect of Hardener on Mechanical Properties of Carbon Fiber Reinforced Phenolic Resin Composites”. Journal of Engineering Science and Technology, 3:(1), 2008, pp.79-86. [4] Rama Krishna H. V., Padma Priya S., Rai S. K “Tensile, Impact, and Chemical Resistance Properties of Granite Powder–Epoxy Composites”, Journal of Reinforced Plastics and Composites, 24, 2005, pp. 451-460. [5] Antonio P.F., Flaminio L. P.”Behavior of Granite-Epoxy Composite Beams Subjected to Mechanical Vibrations”. Journal of Materials Research, 13 :(4), 2010, pp.497-503. [6] Selvakumar, A., Mohanram, P.V. “Analysis of Alternative Composite Material for High Speed Precision Machine Tool Structures”. International Journal of Engineering. 2012 [7] Shetty R. R., Rai S. K. “Tensile, Flexural, Density and Void Content Studies on Granite Powder Filled Hydroxyl Terminated Polyurethane Toughened Epoxy Composite”. Journal of Reinforced plastics and composites. 2008. [8] Suh, D. J., Chang H. S., Lee G. D., Choi K. J., Park S. B., “Damping characteristics of Composite Hybrid Spindle covers for high speed machine tools”. Journal of Processing Materials Technology, 113, 2001, pp.178-183.