This document investigates the abrasive wear behavior of coir fiber reinforced epoxy composites using the Taguchi method. Composites were made with 10%, 20%, and 30% treated and untreated coir fiber. Abrasion tests were conducted at loads of 10-30N, speeds of 300-500rpm. Treated fiber composites showed better wear resistance than untreated. Wear rate decreased with increasing fiber content and increased with increasing load and speed. The Taguchi method was used to optimize parameters and minimize experiments. Analysis found treated fiber composites had the lowest wear rate.
An Experimental Study on Mechanical Characteristics of Treated Bamboo Reinfor...ijtsrd
Recently, in the attention in response to global warming issues and sustainable society, the manufacturing using natural materials has become actively. Bamboo, low cost, fast growing, and broad distribution of growth, is expected to contribute significantly to earthquake resistant construction and seismic retrofit technology in the developing countries. This paper investigates the mechanical properties of bamboo reinforced concrete beams. It compares these experimental results of bamboo reinforced concrete beams with the experimental ones of reinforced concrete beams and the mechanical property of the bamboo reinforced concrete beams is studied. From these experimental works, the possibility of effective using of ‘Bamboo is discussed. Gowtham M | A. Alex Rajesh "An Experimental Study on Mechanical Characteristics of Treated Bamboo Reinforced Concrete Beams" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-4 , June 2021, URL: https://www.ijtsrd.compapers/ijtsrd42316.pdf Paper URL: https://www.ijtsrd.comengineering/civil-engineering/42316/an-experimental-study-on-mechanical-characteristics-of-treated-bamboo-reinforced-concrete-beams/gowtham-m
Effect of Surface Treatment on Settlement of Coir Mat Reinforced SandRSIS International
Employment in rural areas is generated when byproduct
from the natural materials is used in construction
industry. The extent of usage of coir fibres in construction
industry is restricted by the fact that it is biodegradable. Though
use of natural materials such as coir fibers is well established. In
this view, the objective the present study is to surface treat the
coir mats, making it hydrophobic. Model footing tests using
model footing of 50mm diameter resting on Surface treated coir
mat of different opening size were conducted. The results
indicate that the surface treatment of coir products is beneficial
in increasing the strength of reinforced soil when compared with
untreated coir mats
Analysis of Composite Material Blended With Thermoplastics and Jute FibreIJERA Editor
Recently natural fibres have been receiving considerable attention as substitutes for synthetic fibre
reinforcements due to their low cost, low density, acceptable specific strength, good thermal insulation
properties, reduced tool wear, reduced thermal and respiratory irritation and renewable resources. The aim of
this work is to develop chemically treated and chemically untreated fibre reinforced composite material with
optimum properties so that it can replace the existing synthetic fibre reinforced composite material for a suitable
application. In this work, polyester resin has been reinforced with jute fabric, so as to develop jute fibre
reinforced plastic (JFRP) with a weight ratio of 10:1:1 Hand lay-up technique was used to manufacture the
composites where Methyl Ethyl Ketone Peroxide and cobalt Naphthalene were used as coupling agent and
accelerator respectively. The thickness of the composite specimen was obtained by laying up layer of fibre and
matrix. The untreated composites have been used and mechanical properties are compared with natural fibre and
jute fibre composite by using the Ansys method.
Effect of fibers on Hybrid Matrix CompositesIJERA Editor
Frictional co-efficient, impact quality; dielectric quality and compound resistance examination of bamboo/glass strands strengthened epoxy half breed composites were considered. Two distinctive crossover composites, for example, treated and untreated bamboo filaments were manufactured and impact of soluble base treatment of the bamboo strands on these properties were additionally concentrated on. It was watched that, effect quality and frictional co-proficient properties of the half and half composites increment with expansion in glass fiber content. These properties observed to be higher when salt treated bamboo filaments were utilized as a part of the half breed composites. It is watched that, concoction resistance was fundamentally increments for all chemicals with the exception of carbon tetrachloride. The disposal of nebulous hemi-cellulose with salt treatment prompting higher crystallinity of the bamboo filaments with antacid treatment may in charge of these perceptions. The impact of salt treatment on the holding between glass/bamboo composites was additionally concentrated on. Checking electron magnifying lens (SEM) were additionally directed on the cross segments of broke surfaces with a specific end goal to rate the execution crossover composites were likewise conferred bear natural products
An Experimental Study on Mechanical Characteristics of Treated Bamboo Reinfor...ijtsrd
Recently, in the attention in response to global warming issues and sustainable society, the manufacturing using natural materials has become actively. Bamboo, low cost, fast growing, and broad distribution of growth, is expected to contribute significantly to earthquake resistant construction and seismic retrofit technology in the developing countries. This paper investigates the mechanical properties of bamboo reinforced concrete beams. It compares these experimental results of bamboo reinforced concrete beams with the experimental ones of reinforced concrete beams and the mechanical property of the bamboo reinforced concrete beams is studied. From these experimental works, the possibility of effective using of ‘Bamboo is discussed. Gowtham M | A. Alex Rajesh "An Experimental Study on Mechanical Characteristics of Treated Bamboo Reinforced Concrete Beams" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-4 , June 2021, URL: https://www.ijtsrd.compapers/ijtsrd42316.pdf Paper URL: https://www.ijtsrd.comengineering/civil-engineering/42316/an-experimental-study-on-mechanical-characteristics-of-treated-bamboo-reinforced-concrete-beams/gowtham-m
Effect of Surface Treatment on Settlement of Coir Mat Reinforced SandRSIS International
Employment in rural areas is generated when byproduct
from the natural materials is used in construction
industry. The extent of usage of coir fibres in construction
industry is restricted by the fact that it is biodegradable. Though
use of natural materials such as coir fibers is well established. In
this view, the objective the present study is to surface treat the
coir mats, making it hydrophobic. Model footing tests using
model footing of 50mm diameter resting on Surface treated coir
mat of different opening size were conducted. The results
indicate that the surface treatment of coir products is beneficial
in increasing the strength of reinforced soil when compared with
untreated coir mats
Analysis of Composite Material Blended With Thermoplastics and Jute FibreIJERA Editor
Recently natural fibres have been receiving considerable attention as substitutes for synthetic fibre
reinforcements due to their low cost, low density, acceptable specific strength, good thermal insulation
properties, reduced tool wear, reduced thermal and respiratory irritation and renewable resources. The aim of
this work is to develop chemically treated and chemically untreated fibre reinforced composite material with
optimum properties so that it can replace the existing synthetic fibre reinforced composite material for a suitable
application. In this work, polyester resin has been reinforced with jute fabric, so as to develop jute fibre
reinforced plastic (JFRP) with a weight ratio of 10:1:1 Hand lay-up technique was used to manufacture the
composites where Methyl Ethyl Ketone Peroxide and cobalt Naphthalene were used as coupling agent and
accelerator respectively. The thickness of the composite specimen was obtained by laying up layer of fibre and
matrix. The untreated composites have been used and mechanical properties are compared with natural fibre and
jute fibre composite by using the Ansys method.
Effect of fibers on Hybrid Matrix CompositesIJERA Editor
Frictional co-efficient, impact quality; dielectric quality and compound resistance examination of bamboo/glass strands strengthened epoxy half breed composites were considered. Two distinctive crossover composites, for example, treated and untreated bamboo filaments were manufactured and impact of soluble base treatment of the bamboo strands on these properties were additionally concentrated on. It was watched that, effect quality and frictional co-proficient properties of the half and half composites increment with expansion in glass fiber content. These properties observed to be higher when salt treated bamboo filaments were utilized as a part of the half breed composites. It is watched that, concoction resistance was fundamentally increments for all chemicals with the exception of carbon tetrachloride. The disposal of nebulous hemi-cellulose with salt treatment prompting higher crystallinity of the bamboo filaments with antacid treatment may in charge of these perceptions. The impact of salt treatment on the holding between glass/bamboo composites was additionally concentrated on. Checking electron magnifying lens (SEM) were additionally directed on the cross segments of broke surfaces with a specific end goal to rate the execution crossover composites were likewise conferred bear natural products
Synthesis of new dental nanocomposite with glass nanoparticles Article 7, Vol...Nanomedicine Journal (NMJ)
Objective(s):
The aim of this study was to synthesis new dental nanocomposites reinforced with fabricated glass nanoparticles and compare two methods for fabrication and investigate the effect of this filler on mechanical properties.
Materials and Methods: The glass nanoparticles were produced by wet milling process. The particle size and shape was achieved using PSA and SEM. Glass nanoparticles surface was modified with MPTMS silane. The composite was prepared by mixing these silane-treated nanoparticles with monomers. The resin composition was UDMA /TEGDMA (70/30 weight ratio). Three composites were developed with 5, 7.5 and 10 wt% glass fillers in each group. Two preparation methods were used, in dispersion in solvent method (group D) glass nanoparticles were sonically dispersed in acetone and the solution was added to resin, then acetone was evaporated. In non-dispersion in solvent method (group N) the glass nanoparticles were directly added to resin. Mechanical properties were investigated included flexural strength, flexural modulus and Vickers hardness.
Results:
Higher volume of glass nanoparticles improves mechanical properties of composite. Group D has batter mechanical properties than group N. Flexural strength of composite with 10%w filler of group D was 75Mpa against 59 Mpa of the composite with the same filler content of group N. The flexural modulus and hardness of group D is more than group N.
Conclusion:
It can be concluded that dispersion in solvent method is the best way to fabricate nanocomposites and glass nanoparticles is a significant filler to improve mechanical properties of dental nanocomposite.
Predicting the engineering properties of concrete using acanthus montanus fibreinventionjournals
Acanthus montanus (Natural Sponge) fibre is abundant in Ghanaian forest. The Density, Compressive, Tensile strengths and Toughness of concrete reinforced with Acanthus montanus fibre were evaluated. A basic mix ratio of 1:1.5:3.0/0.5 (cement: sand: stones/wc) was used for the concrete with/without fibre. Fibre weight fraction of 0.25%, 0.50%, and 0.75% was added to concrete with varying wc ratios of 0.45, 0.50 and 0.55. The specimens were prepared, cured and tested in accordance with BS1881: 1982. Specimen with 0.75% fibre and 0.50 wc ratio had tensile strength of 4.09N/mm2 , 18% over the plain concrete. There was improvement of toughness by about 6% over the plain concrete with 0.75% fibre addition and 0.5 wc ratio. However, the addition of fibre did not improve the compressive strength. The specimen with 0.25% of fibre content and w/c of 0.5 had the highest compressive strength of 38 N/mm2 , among the fibre enhanced concrete, which is 5% lower than the plain concrete. The results of the study support the conclusion that addition of Natural Sponge fibre up to 0.75% (by weight of cement) is suitable enhancement of concrete where the Tensile strength and ductility of the concrete is emphasized for engineering purposes.
Eleven (11) composites, are unfilled and five each filled with varying contents of charcoal and wood dust separating bonded with melted spent thermoplastics have been compounded and their compressive strength, density, specific gravity, percentage shrinkage and percentage absorption determined.Composite density ranges (0.83-0.94)g/cm3, compressive strength from (6.92-16.14)n/mm2, percentage shrinkage from (1.01-4.76)% and percentage water absorption from (1.75-15.75)%. These results suggest that these composites (i) meet the allowable American standard for test and measurement (ASTM) for ceramic floor and wall tiles in compressor strength (0.2-22.1)minimum, % shrinkage (maximum 15%) and water absorption (maximum 16%) (ii)are appreciably strong compare to the gmelina-wood/cement composite and (iii) if comprehensively examined, composites may be useful in the building industry for the manufacture of tiles and boards and even compete favorably with the wood cement composites.
Effect of degumming conditions on the deformation behavior of banana (Musa ac...IJERA Editor
The current work investigates the effects of degumming conditions on the deformation behavior of banana (Musa accuminata) pseudo-stem fiber. The sodium hydroxide (NaOH) concentration was varied from 0.75M to 1.5M, treatment temperature from 80°C to 110°C and treatment time from 60 to 180 minutes. The fibers exhibited a continuous strain hardening on loading, the rate of which decreased with increasing NaOH concentration, treatment time and treatment temperature. An increase in NaOH concentration at constant treatment time and temperature had a degrading effect on the fiber’s breaking tenacity and breaking extension. Similarly, an increase in treatment time at a constant NaOH concentration and treatment temperature, reduced fiber’s breaking tenacity and breaking extension. Degumming of banana fibers at a NaOH concentration of 1M at 90°C for 90 minutes gave a good compromise between breaking tenacity and breaking extension.
Role of Natural and Synthetic Fillers on Erosive Wear Behavior of Basalt -Epo...IJRES Journal
An investigation was made to evaluate the effect of the incorporation of bio-based jatropha oil cake (JOC), Titanium dioxide (TiO2) and Clay on the erosive wear behavior of Basalt-epoxy (BE) hybrid composites. A Vacuum-Assisted Resin Infusion (VARI) technique was employed to obtain a filled and unfilled B-E composites. The effect of different impact velocities (20 and 40 m/s) and angle of impingement from 300 to 900 on the performance of the wear resistance of the composites were measured. The results of erosive wear losses, angle of impingement, and impact velocity and erosion rate of 3% of TiO2 and JOC filled and unfilled B-E composites are analyzed and discussed. The worn surface features of unfilled and filled B-E composites were examined using Scanning Electron Microscopy (SEM).
Water Absorption, Thickness Swelling and Rheological Properties of Agro Fiber...iosrjce
IOSR Journal of Polymer and Textile Engineering (IOSR-JPTE) is ambitious to disseminate information and experience in education, practice and investigation between polimer, fibric and all the sciences involved in textile.
Welcome to International Journal of Engineering Research and Development (IJERD)IJERD Editor
journal publishing, how to publish research paper, Call For research paper, international journal, publishing a paper, IJERD, journal of science and technology, how to get a research paper published, publishing a paper, publishing of journal, publishing of research paper, reserach and review articles, IJERD Journal, How to publish your research paper, publish research paper, open access engineering journal, Engineering journal, Mathemetics journal, Physics journal, Chemistry journal, Computer Engineering, Computer Science journal, how to submit your paper, peer reviw journal, indexed journal, reserach and review articles, engineering journal, www.ijerd.com, research journals,
yahoo journals, bing journals, International Journal of Engineering Research and Development, google journals, hard copy of journal
Utilization of pulverized plastic in cement concrete as fine aggregateeSAT Journals
Abstract Disposal of used Plastics is a major problem in the present era, as the usage of plastics is growing day by day and it takes hundreds of years for plastic material to degrade. So effective ways to recycle & reuse of plastics are being formulated. According to their composition, plastics have been classified into seven types each having their own recycle rate. One such type HDPE (High Density Polyethylene) was taken into consideration as it was easily available & had higher density than other types. The used plastics were collected , ground into smaller components , melted & pulverized in order to get granules of plastic of about 1mm size. The density of the Pulverized plastic was found to be 460 kg/m3 & its specific gravity was 0.46. Sieve analyses were carried out & about 75% of the plastics were found to be in the range of 1 -1.7mm. 45 nos. of 15cm x15cm x15cm cement concrete Cubes of 1:1:2 (M 25) mix were cast for 0% ,25% , 50% , 75% , 100 % sand being replaced with Pulverized plastic material. Volumetric proportioning was adopted instead of design mix since the density of plastic material was too low. Workability test, weight and compressive strength of the cubes were determined. The test results revealed that the yield as well as the ultimate strength of concrete at seventh day decreased by about 3 to 3.2 N/mm2 for 25%replacement & 4 to 6.5 N/mm2 for higher replacements of Plastic when compared to conventional concrete The ultimate as well as the yield strength of concrete at 14th day & 28th day decreased by about 0.2 to 1 N/mm2for 25%replacement & 9.1 to 14.6 N/mm2 for higher replacements of Plastic when compared to conventional concrete The water Cement ratio was also found to increase with the proportion of Plastics for a slump of 10 mm & weight of the cube decreased with an increase in replacement of Sand by Plastic Material. Thus it is inferred that Replacement of sand by plastic up to 25% can be adopted so that disposal of used plastic can be done as well the deficiency of Natural aggregates can be managed effectively.
Utilization of pulverized plastic in cement concrete as fine aggregateeSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Preparation and Characterization of Rubber Composites using Sawdust as Fillerijtsrd
The research work aims to prepare, characterize and apply the vulcanized rubber composites by using sawdust as filler. Sawdust was used as filler in the process of preparation of vulcanized rubber composites. The composite of natural rubber sawdust NR SD was prepared by being replaced the percent ratio 100 0 75 25 50 50 and 25 75 parts weight of natural rubber NR with SD vulcanized for rubbery goods. The surface morphology, elemental analysis and thermal degradation of the prepared NR SD composites were determined by SEM, EDXRF and TG DTA, respectively. The physic mechanical properties such as tensile strength tear strength, elongation at break, hardness and abrasive resistance of NR SD composites were determined by standard rubber testing methods. It was observed that the vulcanized NR SD composites were again determined by soaking in the selected organic solvents and oils ethanol, gasoline, diesel, engine oil, and used engine oil . Being used the sawdust as filler, it not only reduces the cost of production for appliances but also it is likely the supply of the maintenance for Green. Dr. Htoon Nay Oo ""Preparation and Characterization of Rubber Composites using Sawdust as Filler"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-4 , June 2019, URL: https://www.ijtsrd.com/papers/ijtsrd23683.pdf
Paper URL: https://www.ijtsrd.com/chemistry/other/23683/preparation-and-characterization-of--rubber-composites-using-sawdust-as-filler/dr-htoon-nay-oo
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
Synthesis of new dental nanocomposite with glass nanoparticles Article 7, Vol...Nanomedicine Journal (NMJ)
Objective(s):
The aim of this study was to synthesis new dental nanocomposites reinforced with fabricated glass nanoparticles and compare two methods for fabrication and investigate the effect of this filler on mechanical properties.
Materials and Methods: The glass nanoparticles were produced by wet milling process. The particle size and shape was achieved using PSA and SEM. Glass nanoparticles surface was modified with MPTMS silane. The composite was prepared by mixing these silane-treated nanoparticles with monomers. The resin composition was UDMA /TEGDMA (70/30 weight ratio). Three composites were developed with 5, 7.5 and 10 wt% glass fillers in each group. Two preparation methods were used, in dispersion in solvent method (group D) glass nanoparticles were sonically dispersed in acetone and the solution was added to resin, then acetone was evaporated. In non-dispersion in solvent method (group N) the glass nanoparticles were directly added to resin. Mechanical properties were investigated included flexural strength, flexural modulus and Vickers hardness.
Results:
Higher volume of glass nanoparticles improves mechanical properties of composite. Group D has batter mechanical properties than group N. Flexural strength of composite with 10%w filler of group D was 75Mpa against 59 Mpa of the composite with the same filler content of group N. The flexural modulus and hardness of group D is more than group N.
Conclusion:
It can be concluded that dispersion in solvent method is the best way to fabricate nanocomposites and glass nanoparticles is a significant filler to improve mechanical properties of dental nanocomposite.
Predicting the engineering properties of concrete using acanthus montanus fibreinventionjournals
Acanthus montanus (Natural Sponge) fibre is abundant in Ghanaian forest. The Density, Compressive, Tensile strengths and Toughness of concrete reinforced with Acanthus montanus fibre were evaluated. A basic mix ratio of 1:1.5:3.0/0.5 (cement: sand: stones/wc) was used for the concrete with/without fibre. Fibre weight fraction of 0.25%, 0.50%, and 0.75% was added to concrete with varying wc ratios of 0.45, 0.50 and 0.55. The specimens were prepared, cured and tested in accordance with BS1881: 1982. Specimen with 0.75% fibre and 0.50 wc ratio had tensile strength of 4.09N/mm2 , 18% over the plain concrete. There was improvement of toughness by about 6% over the plain concrete with 0.75% fibre addition and 0.5 wc ratio. However, the addition of fibre did not improve the compressive strength. The specimen with 0.25% of fibre content and w/c of 0.5 had the highest compressive strength of 38 N/mm2 , among the fibre enhanced concrete, which is 5% lower than the plain concrete. The results of the study support the conclusion that addition of Natural Sponge fibre up to 0.75% (by weight of cement) is suitable enhancement of concrete where the Tensile strength and ductility of the concrete is emphasized for engineering purposes.
Eleven (11) composites, are unfilled and five each filled with varying contents of charcoal and wood dust separating bonded with melted spent thermoplastics have been compounded and their compressive strength, density, specific gravity, percentage shrinkage and percentage absorption determined.Composite density ranges (0.83-0.94)g/cm3, compressive strength from (6.92-16.14)n/mm2, percentage shrinkage from (1.01-4.76)% and percentage water absorption from (1.75-15.75)%. These results suggest that these composites (i) meet the allowable American standard for test and measurement (ASTM) for ceramic floor and wall tiles in compressor strength (0.2-22.1)minimum, % shrinkage (maximum 15%) and water absorption (maximum 16%) (ii)are appreciably strong compare to the gmelina-wood/cement composite and (iii) if comprehensively examined, composites may be useful in the building industry for the manufacture of tiles and boards and even compete favorably with the wood cement composites.
Effect of degumming conditions on the deformation behavior of banana (Musa ac...IJERA Editor
The current work investigates the effects of degumming conditions on the deformation behavior of banana (Musa accuminata) pseudo-stem fiber. The sodium hydroxide (NaOH) concentration was varied from 0.75M to 1.5M, treatment temperature from 80°C to 110°C and treatment time from 60 to 180 minutes. The fibers exhibited a continuous strain hardening on loading, the rate of which decreased with increasing NaOH concentration, treatment time and treatment temperature. An increase in NaOH concentration at constant treatment time and temperature had a degrading effect on the fiber’s breaking tenacity and breaking extension. Similarly, an increase in treatment time at a constant NaOH concentration and treatment temperature, reduced fiber’s breaking tenacity and breaking extension. Degumming of banana fibers at a NaOH concentration of 1M at 90°C for 90 minutes gave a good compromise between breaking tenacity and breaking extension.
Role of Natural and Synthetic Fillers on Erosive Wear Behavior of Basalt -Epo...IJRES Journal
An investigation was made to evaluate the effect of the incorporation of bio-based jatropha oil cake (JOC), Titanium dioxide (TiO2) and Clay on the erosive wear behavior of Basalt-epoxy (BE) hybrid composites. A Vacuum-Assisted Resin Infusion (VARI) technique was employed to obtain a filled and unfilled B-E composites. The effect of different impact velocities (20 and 40 m/s) and angle of impingement from 300 to 900 on the performance of the wear resistance of the composites were measured. The results of erosive wear losses, angle of impingement, and impact velocity and erosion rate of 3% of TiO2 and JOC filled and unfilled B-E composites are analyzed and discussed. The worn surface features of unfilled and filled B-E composites were examined using Scanning Electron Microscopy (SEM).
Water Absorption, Thickness Swelling and Rheological Properties of Agro Fiber...iosrjce
IOSR Journal of Polymer and Textile Engineering (IOSR-JPTE) is ambitious to disseminate information and experience in education, practice and investigation between polimer, fibric and all the sciences involved in textile.
Welcome to International Journal of Engineering Research and Development (IJERD)IJERD Editor
journal publishing, how to publish research paper, Call For research paper, international journal, publishing a paper, IJERD, journal of science and technology, how to get a research paper published, publishing a paper, publishing of journal, publishing of research paper, reserach and review articles, IJERD Journal, How to publish your research paper, publish research paper, open access engineering journal, Engineering journal, Mathemetics journal, Physics journal, Chemistry journal, Computer Engineering, Computer Science journal, how to submit your paper, peer reviw journal, indexed journal, reserach and review articles, engineering journal, www.ijerd.com, research journals,
yahoo journals, bing journals, International Journal of Engineering Research and Development, google journals, hard copy of journal
Utilization of pulverized plastic in cement concrete as fine aggregateeSAT Journals
Abstract Disposal of used Plastics is a major problem in the present era, as the usage of plastics is growing day by day and it takes hundreds of years for plastic material to degrade. So effective ways to recycle & reuse of plastics are being formulated. According to their composition, plastics have been classified into seven types each having their own recycle rate. One such type HDPE (High Density Polyethylene) was taken into consideration as it was easily available & had higher density than other types. The used plastics were collected , ground into smaller components , melted & pulverized in order to get granules of plastic of about 1mm size. The density of the Pulverized plastic was found to be 460 kg/m3 & its specific gravity was 0.46. Sieve analyses were carried out & about 75% of the plastics were found to be in the range of 1 -1.7mm. 45 nos. of 15cm x15cm x15cm cement concrete Cubes of 1:1:2 (M 25) mix were cast for 0% ,25% , 50% , 75% , 100 % sand being replaced with Pulverized plastic material. Volumetric proportioning was adopted instead of design mix since the density of plastic material was too low. Workability test, weight and compressive strength of the cubes were determined. The test results revealed that the yield as well as the ultimate strength of concrete at seventh day decreased by about 3 to 3.2 N/mm2 for 25%replacement & 4 to 6.5 N/mm2 for higher replacements of Plastic when compared to conventional concrete The ultimate as well as the yield strength of concrete at 14th day & 28th day decreased by about 0.2 to 1 N/mm2for 25%replacement & 9.1 to 14.6 N/mm2 for higher replacements of Plastic when compared to conventional concrete The water Cement ratio was also found to increase with the proportion of Plastics for a slump of 10 mm & weight of the cube decreased with an increase in replacement of Sand by Plastic Material. Thus it is inferred that Replacement of sand by plastic up to 25% can be adopted so that disposal of used plastic can be done as well the deficiency of Natural aggregates can be managed effectively.
Utilization of pulverized plastic in cement concrete as fine aggregateeSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Preparation and Characterization of Rubber Composites using Sawdust as Fillerijtsrd
The research work aims to prepare, characterize and apply the vulcanized rubber composites by using sawdust as filler. Sawdust was used as filler in the process of preparation of vulcanized rubber composites. The composite of natural rubber sawdust NR SD was prepared by being replaced the percent ratio 100 0 75 25 50 50 and 25 75 parts weight of natural rubber NR with SD vulcanized for rubbery goods. The surface morphology, elemental analysis and thermal degradation of the prepared NR SD composites were determined by SEM, EDXRF and TG DTA, respectively. The physic mechanical properties such as tensile strength tear strength, elongation at break, hardness and abrasive resistance of NR SD composites were determined by standard rubber testing methods. It was observed that the vulcanized NR SD composites were again determined by soaking in the selected organic solvents and oils ethanol, gasoline, diesel, engine oil, and used engine oil . Being used the sawdust as filler, it not only reduces the cost of production for appliances but also it is likely the supply of the maintenance for Green. Dr. Htoon Nay Oo ""Preparation and Characterization of Rubber Composites using Sawdust as Filler"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-4 , June 2019, URL: https://www.ijtsrd.com/papers/ijtsrd23683.pdf
Paper URL: https://www.ijtsrd.com/chemistry/other/23683/preparation-and-characterization-of--rubber-composites-using-sawdust-as-filler/dr-htoon-nay-oo
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
Developments of nano clay particle reinforced plastics are of growing interest towards the
emergence of new materials which enhance optimal utilization of natural resources and particularly of
renewable resources. The effects of nano clay as filler in Basalt–epoxy composite systems on the
tribological properties have been discussed in this article. Basalt fiber reinforced epoxy (BE) composite
finds widespread application in erosive environment due to its several advantages like high wear
resistance, high strength-to-weight ratio and low cost. Experiments were carried out to study the effects
of impingement angle, particle velocity and filler material on the solid particle erosive wear behavior of
BE composite. The erosive wear is evaluated at different impingement angles from 30° to 90° at three
different velocities of 23, 42, & 60 m/s. The erodent used is silica sand with the size range (150 – 280 µm)
of irregular shape. The result shows semi-ductile behavior with maximum erosion rate at 60°
impingement angle. It is observed that wear rate increases with increasing particle velocity and
decreases with increases of filler percentage. The morphology of the eroded surfaces was examined by
using Scanning electron microscopy (SEM).
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Mechanical and Chemical Properties of Bamboo/Glass Fibers Reinforced Polyeste...IJERA Editor
The chemical resistance of Bamboo/Glass reinforced Polyester hybrid composites to acetic acid, Nitric acid, Hydrochloric acid, Sodium hydroxide, Sodium carbonate, Benzene, Toluene, Carbon tetrachloride and Water was studied. The tensile and impact properties of these composites were also studied. The effect of alkali treatment of bamboo fibers on these properties was studied. It was observed that the tensile and impact properties of the hybrid composites increase with glass fiber content. The author investigated the interfacial bonding between Glsss/Bamboo fiber composites by SEM. These properties found to be higher when alkali treated bamboo fibers were used in hybrid composites. The hybrid fiber composites showed better resistance to the chemicals mentioned above. The elimination of amorphous hemi-cellulose with alkali treatment leading to higher crystallinity of the bamboo fibers with alkali treatment may be responsible for these observations.
Mechanical and Chemical Properties of Bamboo/Glass Fibers Reinforced Polyeste...IJERA Editor
The chemical resistance of Bamboo/Glass reinforced Polyester hybrid composites to acetic acid, Nitric acid,
Hydrochloric acid, Sodium hydroxide, Sodium carbonate, Benzene, Toluene, Carbon tetrachloride and Water
was studied. The tensile and impact properties of these composites were also studied. The effect of alkali
treatment of bamboo fibers on these properties was studied. It was observed that the tensile and impact
properties of the hybrid composites increase with glass fiber content. The author investigated the interfacial
bonding between Glsss/Bamboo fiber composites by SEM. These properties found to be higher when alkali
treated bamboo fibers were used in hybrid composites. The hybrid fiber composites showed better resistance to
the chemicals mentioned above. The elimination of amorphous hemi-cellulose with alkali treatment leading to
higher crystallinity of the bamboo fibers with alkali treatment may be responsible for these observations.
A Study on Partial Replacement of Natural Granite Aggregate with Pelletized F...ijceronline
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A Study on Partial Replacement of Natural Granite Aggregate with Pelletized F...ijceronline
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
Wood nanofibers from industrial waste have been used as polymeric
material to reinforce the cement paste to a content of up to 2% by weight of
cement. The effect of the wood nanofibre content on the porosity, the
compressive strength and the degree of hydration of the cement was studied. The
results showed an improvement in compressive strength of over 50% with 1% of
added fiberwood. Chemical modification of nanofiber wood by grafting alkyl
chains to their surface can reduce the amount of water absorbed by the sample.
Addition of an anionic additive (SDBS) to the mixing water improves the surface
of the samples more and more by minimizing the pore size by emulsion effect,
hence the water absorption decreases. The degree of hydration of the cement
increased with the cellulose content containing nanofibrils. The analysis revealed
that the presence of nanofibers favored the hydration of the cement by producing
more calcium silicate gel and portlandite, probably the main reason for this
improvement in compressive strength.
Improvement in Strength of Concrete with Natural Fibers (Coir) & Artificial F...IJRESJOURNAL
ABSTRACT: This paper reports on a comprehensive study on the strength of concrete containing coir and steel fibers. Properties studied Include workability of fresh concrete, compressive strength, flexural tensile strength, splitting tensile strength, modulus of elasticity for hardened concrete. To improve the strength of concrete steel fibers were added and fiber volume fraction was 0%, 0.25%, 0.5%, 0.75% and 1.0% in weight basis. Coir fibers have higher tensile strength as compared to other natural fibers, as the coir does not break easily with hand. To improve the strength of concrete coir fibers were added and fiber weight fraction was 1.0%, 2.0%, 3.0%, and 4.0% in volume basis The laboratory results shown that steel fiber addition into Portland cement concrete Improve the tensile strength properties. However, it reduced workability. In case of coir fibers though the workability reduces both tensile and compressive strength increases.
Improvement in Strength of Concrete with Natural Fibers (Coir) & Artificial F...
Bk25371374
1. C.H.Chandra Rao, S.Madhusudan, G. Raghavendra, E. Venkateswara Rao / International
Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
Vol. 2, Issue 5, September- October 2012, pp.371-374
Investigation in to Wear behavior of coir Fiber Reinforced Epoxy
Composites with the Taguchi Method
C.H.Chandra Rao *, S.Madhusudan **, G. Raghavendra***, E.
Venkateswara Rao****
* Mechanical Department, C R Reddy engg. College, Andhra Pradesh, INDIA
** Mechanical Department, C R Reddy engg. College, Andhra Pradesh, INDIA
*** Mechanical Engineering, National Institute of Technology Rourkela, Odisha, INDIA
**** Mechanical Department, C R Reddy engg. College, Andhra Pradesh, INDIA
ABSTRACT
In present investigation the wear have shifted the focus of researchers from synthetic
behavior of treated and untreated coir dust filled to natural fiber-reinforced polymer matrix
epoxy resin matrix composites were studied. The composites.
effect of treated and un treated coir dust
concentration (10%, 20% and 30%), varying Wear of composites is strongly influenced by the
loads (10, 20 and 30N) and varying velocities (300, filler loading and operating parameters. Hashmit et
400 and 500) on the abrasive wear rate of al, [9] investigated the sliding wear behavior of
composite has been analyzed. The abrasive wear cotton-polyester composites and obtained better
property of the composite is examined on a pin- wear properties on addition of cotton reinforcement.
on-disc machine against 400μm grit size abrasive Tung et al, [10] studied the abrasive wear behavior
paper with test. To minimize the experimental of bamboo and reported that the abrasive resistance
time and cost of investment taguchi method of a bamboo stem is affected by the vascular bundle
model L9 is selected. However, it is found that the fiber orientation with respect to the abrading surface
treated fiber composite shows better wear and the abrasive particle size.
resistance than the untreated fiber composites. In order to achieve the accurately and repeatedly of
Abrasive wear rate is decreased with increasing the certain values of the erosion rate, the parameters
the coir dust amount. As the load increase the which influence of the process have to be controlled
wear rate increases also observed similar trend accordingly. Generally such parameters are too large
also observed in velocities also. and the parameter-property correlations are not
Keywords - coir fiber, taguchi method, abrasive always known, statistical methods can be employed
wear, SN ratio for precise identification of significant control
parameters for optimization. In recent years the
I. INTRODUCTION Taguchi method has become a widely accepted
Composite materials are emerging chiefly methodology for improving productivity. This
because of unprecedental demand from technology methodology consists of a plan of a minimum
due to rapidly advancing activities in aircraft, number of experiments with the objective of
aerospace and automotive industry. These materials acquiring data in a controlled way, executing these
due to their low density, excellent stiffness and good experiments, and analysing data, in order to obtain
thermal and mechanical properties are particularly information about the behavior of a given process.
superior to many traditional materials such as One of the advantages is that optimum working
metals. Natural material which having great amount conditions determined from the laboratory work can
of carbon and cellulose which gives strength and also be reproduced in the real production
good bonding which can easily replace the environment [11]. Precisely, Taguchi’s design is a
traditional filler in composite fields. Cellulosic simple, efficient, and Systematic approach to
fibers, like sisal, henequen, jute, oil palm, bamboo, optimize designs for performance, quality, and cost
wood paper in their natural condition, as well as, [12][13][14][15][16][17].
several waste cellulosic products such as shell flour,
wood flour and pulp have been used as In the present work a new natural fiber
reinforcement agents of different thermosetting and composites were developed with treated and
thermo plastic resins[1],[2],[3] [4], [5], [6], [7], [8]. untreated coir natural bio waste material as
Natural fibers having the unique properties such as reinforcement in to epoxy resin with different
bio degradability, environmental friendliness, low volume fraction and also the Taguchi experimental
cost, low density, high specific strength and so forth design method was adopted to investigate the
specific wear rate. The wear rate was studied with
the SN ratio graphs.
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2. C.H.Chandra Rao, S.Madhusudan, G. Raghavendra, E. Venkateswara Rao / International
Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
Vol. 2, Issue 5, September- October 2012, pp.371-374
II. EXPERIMENT Different types of loads applied in this test are 10,
2.1 Fiber preparation: In the present 20 and 30N. The abrasive wear rate was calculated
investigation treated and un treated coir fiber are by equation 1.
used first the coir fibers were cleaned and dried in
atmosphere for one day and then kept in oven at 50 0 w a wb
W
c to remove the moisture. ρ Sd
2.2 Benzoylation Treatment: Benzoylation is an ‘W’ is the wear rate in cm3/m, ‘wa ‘and ‘wb’ are the
important transformation in organic synthesis (paul weight of the sample after and before the abrasion
et al, 2003). Benzoyl chloride is most often used in test in gm ‘ρ’ is the density of the composite and
fiber treatment. Benzoyl chloride includes benzoyl ‘Sd’ is the sliding distance in m.
(C6H5C=O) which is attributed to the decreased
hydrophilic nature of the treated fiber and improved
interaction with the hydrophobic polymer matrix.
The reaction between the cellulosic hydroxyl group
of the fiber and benzoyl chloride is given as follows:
The pre-treated coir fibers were suspended in 10%
NaOH solution and agitated with benzoyl chloride.
The mixture was kept for 15 min, filtered, washed
thoroughly with water and dried between filter Fig 1. Multipass condition disc
papers. The isolated fibers were then soaked in
The numbers of experiments are very high with all
ethanol for 1 h to remove the benzoyl chloride and
these parameters in order to reduce the time and cost
finally was washed with water and dried in the oven
a taguchi method L9 method is used for the abrasive
at 800 C for 24 h.
wear which shown in table 1
2.3 Preparation of composites: Different amount
treated and untreated fibers (10, 20, and 30 wt %) Table 1. Experimental lay out and Abrasive test
were added to the mixture of epoxy resin (Araldite results
LY556) and hardener (HY 951) of 10:1 ratio at Wear rate Wear rate
room temperature. The above mixture was stirred Sl. Fiber
load Rpm Un treated treated
for 10 min by a glass rod to obtain uniform no content
coir coir
dispersion of fiber and then poured into cylindrical
mould. The upper and lower portions of the mold
1 10 10 200 0.0005940 0.0003150
were fixed properly. Composite pins of length 35
mm and diameter of 10 mm were prepared by this 2 10 15 300 0.0011560 0.0009270
process. The samples were kept in the moulds for
curing at room temperature (290C) for 24 hr. Cured 3 10 20 400 0.0016000 0.0014910
samples were then removed from the moulds and
used for abrasive wear test. 4 20 10 300 0.0005100 0.0001500
2.4 Abrasive wear test: Two-body abrasive wear 5 20 15 400 0.0010210 0.0008610
tests were performed using a single pin-on-disc wear
testing. Cylindrical samples which are fabricated by 6 20 20 200 0.0008520 0.0004920
hand layup technique were tested under different
testing conditions. Test samples were polishing to 7 30 10 400 0.0005912 0.0003822
dimensions 10 mm diameter and 32mm length. The
composite sample was abraded against the water 8 30 15 200 0.0005392 0.0003402
proof silicon carbide (SiC) abrasive papers of 320
grit sizes at a different running speed of 200, 300 9 30 20 300 0.0007123 0.0006033
and 400 rpm in multipass condition (Fig. 1).
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3. C.H.Chandra Rao, S.Madhusudan, G. Raghavendra, E. Venkateswara Rao / International
Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
Vol. 2, Issue 5, September- October 2012, pp.371-374
The S/N ratio response analysis, presented in Table
2 shows that among treated and un treated coir
composites the treated coir fiber gives maximum
value of response when compared to un treated.
Table 2. S/N ratio of different test conditions
SNRA
Sl. Fiber SNRA
load Rpm Un
no content
treated
treated
1 10 10 200 64.5243 70.0338
2 10 15 300 58.7408 60.6584
Fig 3 SN Ratio VS Test runs
3 10 20 400 55.9176 56.5304
4 20 10 300 65.8486 76.4782
5 20 15 400 59.8195 61.2999
6 20 20 200 61.3912 66.1607
7 30 10 400 64.5653 68.3542
8 30 15 200 65.3650 69.3653
9 30 20 300 62.9467 64.3893
III. RESULTS AND DISCUSSION
Figure 2 illustrates the trend of erosion
Fig 4 Histogram of both treated and untreated
wear rate with different test conditions, as obtained
composites
in Table 1. By analyzing the figure it is clearly
visible that the abrasive wear is less for the treated From the fig 4 interpreting the results that the
fiber material when compared to the UN treated abrasive wear rate is very less compared to
fiber. untreated coir fiber. This is indicated by the tabled
means that the value for treated coir is very less
compared to others (0.0006180),The standard
deviation for other three (GS1, JS1 and JS2) are
much greater than that of GS2 (0.00007560). This
translates into a shorter and wider-looking fitted
distribution for GS2.
IV. CONCLUSION
Wear performance treated and untreated
coir fiber reinforced composites were determined
experimentally by using the Taguchi experimental
design method and the following conclusions were
drawn:
Fig.2 Abrasive wear VS Test runs .
The treated and untreated coir successfully be
Figure 3 illustrates the trend of SN ratio with utilized to produce composite by suitably bonding
different test conditions in table 3. It is observed that with resin for value added product.
the SN ratio of the treated coir reinforced composite In the initial investigation it is observed that the
is more when compared to untreated reinforced coir treated fiber gives the best wear resistance.
it shows that the best erosion resistance is shown by As the percentage of treated and untreated coir
treated coir reinforced composite.. fiber increases the wear resistance also increases.
From the results of S/N ratio also it is observed
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4. C.H.Chandra Rao, S.Madhusudan, G. Raghavendra, E. Venkateswara Rao / International
Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
Vol. 2, Issue 5, September- October 2012, pp.371-374
that load is the domination factor for wear rate in Factors Controlling the Abrasive Wear
both treated and untreated coir composites. Response of a Zinc-based Alloys Silicon
Carbide article Composite.
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