The document summarizes a study on hybrid composite beams using woven roving mat. Four composite beams were tested: conventional beams, beams wrapped with glass fiber (WRM), beams wrapped with coir fiber, and sandwich beams wrapped with both glass and coir fiber (WRM). Testing found that the flexural strength was significantly improved for the wrapped beams compared to the conventional beams, with the sandwich beams showing the highest strength. The study aimed to spread awareness of fiber composites in construction and utilize cheaply available coir fiber.
Retrofitting of Beam-Column Joint using Carbon Fibre Reinforced Polymer and G...Satyam Vijay Bhosale
Retrofitting of an existing building is immensely essential for the deteriorated and damaged structure in Engineering and Medical fields. It refers to endowing the structure with a service level higher than that initially planned by modifying the structures, not necessarily damage area. Beam-column joints, being the lateral and vertical load transferring connections in reinforced concrete structures are particularly vulnerable to failures and hence the satisfactory performance of these joints is key to control the performance of connecting structural members during any event.
The project involves the study of the load carrying capacity of the beam-column joint after the application of the CFRP (Carbon Fiber Reinforced Polymer) and GFRP (Glass fibre Reinforced Polymer) sheets. Five beam-column joint models were cast out of which one model was the control specimen and others were cast for the purpose of the retrofitting. Four specimens were retrofitted by L-shape and straight configurations. The project focused on the effect of using the CFRP sheets and GFRP sheets for enhancing the strength and ductility of the beam-column joint. The wraps were provided to prevent the shear failure of the beam-column joint. The failure criteria including ultimate capacity, mode of failure, initial stiffness, ductility and developed ultimate strain in the reinforcing steel and respective sheet were considered and then compared.
Behaviour of fresh and hardened concretekavithamegha
This PPT discusses the structure and properties of concrete making materials. This is followed by hydration of cement, porosity of cement pastes and a study of selected topics regarding fresh and hardened concrete behaviour.
1. To understand the different complex compounds in cement.
2. Study the behavior of concrete with the fundamental interactions between ingredients
3. Fundamental understanding of the mechanism governing concrete performance.
4. Demonstrating the porosity of cement paste and elastic modulus.
5. Dramatize the rheology of concrete in terms of Bingham’s parameter.
NDT (NON DESTRUCTIVE TESTING) OF CONCRETE STRUCTURE ANSHULAnshul Shakya
Non-destructive testing (NDT) methods have a large potential to be part of such a system. NDT methods in general are widely used in several industry branches. Aircrafts, nuclear facilities, chemical plants, electronic devices and other safety critical installations are tested regularly with fast and reliable testing technologies. A variety of advanced NDT methods are available for metallic or composite materials. In reassessment of existing structures, have become available for concrete structures, but are still not established for regular inspections.
Therefore,the objective of this project is to study the applicability, performance, availability, complexity and restrictions of NDT. The purpose of establishing standard procedures for nondestructive testing (NDT) of concrete structures is to qualify and quantify the material properties of in-situ concrete without intrusively examining the material properties. There are many techniques that are currently being research for the NDT of materials today. It is focuses on the NDT methods relevant for the inspection and monitoring of concrete materials. In recent years, innovative NDT methods, which can be used for the assessment of existing structures, have become available for concrete structures, but are still not established for regular inspections. Therefore, the objective of this project is to study the applicability, performance, availability, complexity and restrictions of NDT.
The purpose of establishing standard procedures for nondestructive testing (NDT) of concrete structures is to qualify and quantify the material properties of in-situ concrete without intrusively examining the material properties. There are many techniques that are currently being research for the NDT of materials today. This chapter focuses on the NDT methods relevant for the inspection and monitoring of concrete materials.
The quality of new concrete structures is dependent on many factors such as type of cement, type of aggregates, water cement ratio, curing, environmental conditions etc. Besides this, the control exercised during construction also contributes a lot to achieve the desired quality. The present system of checking slump and testing cubes, to assess the strength of concrete, in structure under construction, are not sufficient as the actual strength of the structure depend on many other factors such as proper compaction, effective curing also. Considering the above requirements, need of testing of hardened concrete in new structures as well as old structures, is there to assess the actual condition of structures.
HYBRID COMPOSITES- A CONCEPT OF ECOLOGICAL, BIO INSPIRED AND SYNERGISTIC STRE...IAEME Publication
This paper gives the brief introduction of Hybrid Composites, how it forms and its types.The incorporation of several different types of fibers (Bio fibers, Synthetic Fibers & Metal fibers) into a single matrix has led to the development of hybrid composites. In special cases there may be two resins systems combined to form the Hybrid Composites like an interpenetrating network. The behavior of hybrid composites is the total sum of the individual components in which there is a more constructive balance between their advantages and disadvantages. In this paper the individual studies on various fibers and resins have described.
Abstract In the last decades the composites have been widely used in the construction, automobile and aerospace industries. Among them,
Natural fiber composites are emerging as low cost, lightweight and superior alternatives to synthetic fiber composites. This study
related to the development of bio-degradable composites using Epoxy resin and Sisal/Jute fibers. The fibers are chemically
treated at different percentages of NaOH i.e.,3%, 6% and 9%. Tensile and flexural strength of the composites were determined
using UTM. The natural frequencies of the cantilever composite beam were determined analytically using Euler’s theory and
numerically using Ansys 15.0. From the results, the results agree close to each other.
Keywords: Sisal Fiber, Jute Fiber, Alkali Treatment, Modal Analysis.
Retrofitting of Beam-Column Joint using Carbon Fibre Reinforced Polymer and G...Satyam Vijay Bhosale
Retrofitting of an existing building is immensely essential for the deteriorated and damaged structure in Engineering and Medical fields. It refers to endowing the structure with a service level higher than that initially planned by modifying the structures, not necessarily damage area. Beam-column joints, being the lateral and vertical load transferring connections in reinforced concrete structures are particularly vulnerable to failures and hence the satisfactory performance of these joints is key to control the performance of connecting structural members during any event.
The project involves the study of the load carrying capacity of the beam-column joint after the application of the CFRP (Carbon Fiber Reinforced Polymer) and GFRP (Glass fibre Reinforced Polymer) sheets. Five beam-column joint models were cast out of which one model was the control specimen and others were cast for the purpose of the retrofitting. Four specimens were retrofitted by L-shape and straight configurations. The project focused on the effect of using the CFRP sheets and GFRP sheets for enhancing the strength and ductility of the beam-column joint. The wraps were provided to prevent the shear failure of the beam-column joint. The failure criteria including ultimate capacity, mode of failure, initial stiffness, ductility and developed ultimate strain in the reinforcing steel and respective sheet were considered and then compared.
Behaviour of fresh and hardened concretekavithamegha
This PPT discusses the structure and properties of concrete making materials. This is followed by hydration of cement, porosity of cement pastes and a study of selected topics regarding fresh and hardened concrete behaviour.
1. To understand the different complex compounds in cement.
2. Study the behavior of concrete with the fundamental interactions between ingredients
3. Fundamental understanding of the mechanism governing concrete performance.
4. Demonstrating the porosity of cement paste and elastic modulus.
5. Dramatize the rheology of concrete in terms of Bingham’s parameter.
NDT (NON DESTRUCTIVE TESTING) OF CONCRETE STRUCTURE ANSHULAnshul Shakya
Non-destructive testing (NDT) methods have a large potential to be part of such a system. NDT methods in general are widely used in several industry branches. Aircrafts, nuclear facilities, chemical plants, electronic devices and other safety critical installations are tested regularly with fast and reliable testing technologies. A variety of advanced NDT methods are available for metallic or composite materials. In reassessment of existing structures, have become available for concrete structures, but are still not established for regular inspections.
Therefore,the objective of this project is to study the applicability, performance, availability, complexity and restrictions of NDT. The purpose of establishing standard procedures for nondestructive testing (NDT) of concrete structures is to qualify and quantify the material properties of in-situ concrete without intrusively examining the material properties. There are many techniques that are currently being research for the NDT of materials today. It is focuses on the NDT methods relevant for the inspection and monitoring of concrete materials. In recent years, innovative NDT methods, which can be used for the assessment of existing structures, have become available for concrete structures, but are still not established for regular inspections. Therefore, the objective of this project is to study the applicability, performance, availability, complexity and restrictions of NDT.
The purpose of establishing standard procedures for nondestructive testing (NDT) of concrete structures is to qualify and quantify the material properties of in-situ concrete without intrusively examining the material properties. There are many techniques that are currently being research for the NDT of materials today. This chapter focuses on the NDT methods relevant for the inspection and monitoring of concrete materials.
The quality of new concrete structures is dependent on many factors such as type of cement, type of aggregates, water cement ratio, curing, environmental conditions etc. Besides this, the control exercised during construction also contributes a lot to achieve the desired quality. The present system of checking slump and testing cubes, to assess the strength of concrete, in structure under construction, are not sufficient as the actual strength of the structure depend on many other factors such as proper compaction, effective curing also. Considering the above requirements, need of testing of hardened concrete in new structures as well as old structures, is there to assess the actual condition of structures.
HYBRID COMPOSITES- A CONCEPT OF ECOLOGICAL, BIO INSPIRED AND SYNERGISTIC STRE...IAEME Publication
This paper gives the brief introduction of Hybrid Composites, how it forms and its types.The incorporation of several different types of fibers (Bio fibers, Synthetic Fibers & Metal fibers) into a single matrix has led to the development of hybrid composites. In special cases there may be two resins systems combined to form the Hybrid Composites like an interpenetrating network. The behavior of hybrid composites is the total sum of the individual components in which there is a more constructive balance between their advantages and disadvantages. In this paper the individual studies on various fibers and resins have described.
Abstract In the last decades the composites have been widely used in the construction, automobile and aerospace industries. Among them,
Natural fiber composites are emerging as low cost, lightweight and superior alternatives to synthetic fiber composites. This study
related to the development of bio-degradable composites using Epoxy resin and Sisal/Jute fibers. The fibers are chemically
treated at different percentages of NaOH i.e.,3%, 6% and 9%. Tensile and flexural strength of the composites were determined
using UTM. The natural frequencies of the cantilever composite beam were determined analytically using Euler’s theory and
numerically using Ansys 15.0. From the results, the results agree close to each other.
Keywords: Sisal Fiber, Jute Fiber, Alkali Treatment, Modal Analysis.
Processing and characterization of glass fiber and carbon fiber reinforced vi...eSAT Journals
Abstract Composites materials are used in almost all aspects of the industrial and commercial fields in aircraft, ships, common vehicles, etc. Their most attractive properties are the high strength-to-weight ratio.Polymer composites are used because overall properties of the composites are superior to those of the individual polymers. The aim of this experimental study has targeted to investigate the mechanical strength of glass fiber & carbon fiber reinforced vinyl ester resin composites. The laminated specimens were fabricate using Hand lay-up technique. and the specimens are subjected to the investigated as per the ASTM standards. The tensile tests, compression tests, flexural tests were carried out on the laminated specimen for the determination of its mechanical properties. Keywords: commercial, attractive, polymers, reinforced, vinyl ester, specimens,
THEORETICAL BEHAVIOR OF COMPOSITE CONSTRUCTION PRECAST REACTIVE POWDER RC GIR...IAEME Publication
This study displays numerically (or theoretically) investigation by using the finite element models for experimental work of composite behavior for hybrid reinforced concrete slab on girder from locale material in Iraq, ordinary concrete in slab and reactive powder concrete in girder, RPC, with steel fibers of different types (straight, hook, and mix between its), tested as simply supported span subjected under two point loading. Which ANSYS version 15.0 is utilized. By studying the compatibility between the experimental results and the theoretical results. As well as, parametric study of many others variables are investigated by using ANSYS (version 15.0), such as: changing the compressive strength of the slab, changing the main reinforcement of the girder, and changing thickness of resin bond layer between girder and slab.
Started to create milestones, we Godwell Engineering Products marked our presence in the year 1969 and operates in the manufacturing/servicing of Sieving Machine, Curling Machine, Hydraulic Coir Fiber Baling Press, Hydraulic Press Briquettes, Hydraulic Press since 42 years. Our quality services/products have always won us many appreciations from our clients. Our spontaneous performance and confident approach in offering the excellent range of Sieving Machine, Curling Machine, Hydraulic Coir Fiber Baling Press, Hydraulic Press Briquettes, Hydraulic Press, Coir Fibre Extraction Machinery that has made us to deepen our roots in the market. We Godwell Engineering Products breathe with the aim to satisfy our clients with our smart products/services. We are a unit of highly experienced professionals who all contribute best of their potentials to offer high efficiency.
Optimization of process parameter for stir casted aluminium metal matrix comp...eSAT Journals
Abstract From the past few years, materials research and development has shifted from monolithic to composite materials, adjusting to the need for reduced weight, low cost, quality, and high performance of the composites. Aluminium metal matrix composite used in areas of aerospace and automotive industries include high performance, economic and environmental benefits. The aim involved in designing the metal matrix composite is to combine the desirable attributes of metals and ceramics. The present investigation has been done to study the effect of different input process parameters namely particle size of alumina, wt. % of alumina and stirring time on the hardness, impact strength and tensile strength. Three parameter i.e. particle sizes of alumina (75, 105 and 150 micron), wt. % of reinforcement (3%, 6% and 9%), stirring time (15, 20 and 25 minute) was used to fabricate different sample of AMMCs by using stir casting technique. Each parameter has three different levels. L9 orthogonal array table used to made different specimen. The effect of these input process parameter on the output response have been analyzed using analysis of variance (ANOVA). The contribution of each process parameters on the hardness, impact strength and tensile strength was analyzed by using ANOVA. The results have shown that the wt. % of alumina, stirring time and the particle size of alumina have a significant effect on the hardness, impact strength and tensile strength. Keywords: MMC’s, pure aluminium, 퐴푙2푂3 particulates, Stir-Casting, Taguchi method
Evaluation of Mechanical properties of Aluminium based MMCBishal Bhandari
The aluminum 6061 MMC with Graphite,Fly ash and Magnesium used as reinforcement has got the higher value of hardness, toughness,less wear rate and less ductility compared to pure aluminium. Hence this composite can be deployed to make an piston rods,bush,aircraft body and automotive body parts.
Alternative reinforcement using coir fiber which is a natural agriculture waste which is available in bulk at rural areas. since this would be an appropriate one for replacement of steel in reinforcement, this can be used in the mode of pefabrication also in addition it is a cost ineffective methodology
EFFECT OF AL2O3 ON WEAR RESISTANCE IN ALUMINUM MATRIX COMPOSITE PRODUCED BY S...IAEME Publication
Aluminum metal matrix composites are one of the new materials used for various applications due to their less cost and light weight. The present study has been done to study the effect of various composition of Al2O3, wear resistance reinforced in aluminum LM6 alloy. Aluminum alloy LM6 is mostly used in die casting methods to produce various parts used in automobiles etc. For the Experimentation composites of various compositions are manufactured by using stir casting method and dry sliding wear testing machine is used.
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,
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quantitative aptitude- mixture & allegation
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Hello readers,
In this presentation, I am sharing Fiber Reinforced Concrete.
The following parameters are discussed in the presentation:
History.
Why Fibers are used?
Type of fibers.
Mechanical properties of FRC.
Factors affecting properties of FRC.
Advantages and Disadvantages of FRC.
Applications of FRC.
What is a Fiber?
Why are Fibres are used?
What is Fiber Reinforced Concrete (FRC)?
Steel fibers
Glass Fibers
Carbon Fiber
Cellulose Fiber
Polypropylene Fibers
Synthetic fibers
NATURAL FIBERS
Factors affecting the Properties of FRC
CLASSIFICATION OF POLYMERS.
Study on Effect of Thickness and Fibre Orientation on a Tensile and Flexural ...IJERA Editor
This project presents the study of tensile, flexural & moisture absorption properties of composites made from S-glass, Carbon and E-glass fibre. The specimens are prepared using hand lay-up techniques as per ASTM standard for different thickness 2mm and 3mm and fibre orientation of 30º, 45º and 60º, where an attempt is made to study the properties of composite materials by composing the different materials together to obtain the desired properties by increasing the thickness and fibre orientation. By the variation of thickness tensile strength of hybrid composite is observed for each thickness and is compared with the finite element analysis results. The test ready specimens were subjected to tensile and flexural loads on UTM. This research indicates that tensile strength is mainly dependent on the fiber orientation & thickness of laminated polymer composites. The moisture absorption increases with the fibre, filler content and duration of immersion in water.
Mono and Fibril Brand Microsynthetic Fibres for Industrial FloorsCihan Erdoğan
Mono and Fibril are micro synthetic fiber brands of Polyfibers. They are polypropylene fiber types. Both of them has huge benefits in terms of industrial concrete floor cracking potential. In this presentation you can see why microsynthetic fibers have vital role for industrial concrete floors.
To Study the mechanical properties of coconut coir fiber reinforced with epo...IJMER
In this study the Mechanical Properties of Coconut coir Fiber is reinforced with epoxy resin
of different lengths (5mm,10mm,15mm) and coir fibers by treating the fiber with NaOH by fraction of
5 % are studied here. All samples were made using hand layup technique and specimens were prepared
as per ASTM standard D3039. The samples were tested according to ASTM D3039 standard using
Universal testing machine (UTM). The significant findings of the research showed that NaOH
treatment improved the tensile properties, ductility and hardness of the composite further Increase in
length of fibers was found to increase the tensile strength. The maximum tensile strength was found for
15 mm length of coir fibers
International Journal of Engineering Research and DevelopmentIJERD Editor
Electrical, Electronics and Computer Engineering,
Information Engineering and Technology,
Mechanical, Industrial and Manufacturing Engineering,
Automation and Mechatronics Engineering,
Material and Chemical Engineering,
Civil and Architecture Engineering,
Biotechnology and Bio Engineering,
Environmental Engineering,
Petroleum and Mining Engineering,
Marine and Agriculture engineering,
Aerospace Engineering.
You could be a professional graphic designer and still make mistakes. There is always the possibility of human error. On the other hand if you’re not a designer, the chances of making some common graphic design mistakes are even higher. Because you don’t know what you don’t know. That’s where this blog comes in. To make your job easier and help you create better designs, we have put together a list of common graphic design mistakes that you need to avoid.
Top 5 Indian Style Modular Kitchen DesignsFinzo Kitchens
Get the perfect modular kitchen in Gurgaon at Finzo! We offer high-quality, custom-designed kitchens at the best prices. Wardrobes and home & office furniture are also available. Free consultation! Best Quality Luxury Modular kitchen in Gurgaon available at best price. All types of Modular Kitchens are available U Shaped Modular kitchens, L Shaped Modular Kitchen, G Shaped Modular Kitchens, Inline Modular Kitchens and Italian Modular Kitchen.
Dive into the innovative world of smart garages with our insightful presentation, "Exploring the Future of Smart Garages." This comprehensive guide covers the latest advancements in garage technology, including automated systems, smart security features, energy efficiency solutions, and seamless integration with smart home ecosystems. Learn how these technologies are transforming traditional garages into high-tech, efficient spaces that enhance convenience, safety, and sustainability.
Ideal for homeowners, tech enthusiasts, and industry professionals, this presentation provides valuable insights into the trends, benefits, and future developments in smart garage technology. Stay ahead of the curve with our expert analysis and practical tips on implementing smart garage solutions.
Expert Accessory Dwelling Unit (ADU) Drafting ServicesResDraft
Whether you’re looking to create a guest house, a rental unit, or a private retreat, our experienced team will design a space that complements your existing home and maximizes your investment. We provide personalized, comprehensive expert accessory dwelling unit (ADU)drafting solutions tailored to your needs, ensuring a seamless process from concept to completion.
Between Filth and Fortune- Urban Cattle Foraging Realities by Devi S Nair, An...Mansi Shah
This study examines cattle rearing in urban and rural settings, focusing on milk production and consumption. By exploring a case in Ahmedabad, it highlights the challenges and processes in dairy farming across different environments, emphasising the need for sustainable practices and the essential role of milk in daily consumption.
White wonder, Work developed by Eva TschoppMansi Shah
White Wonder by Eva Tschopp
A tale about our culture around the use of fertilizers and pesticides visiting small farms around Ahmedabad in Matar and Shilaj.
Book Formatting: Quality Control Checks for DesignersConfidence Ago
This presentation was made to help designers who work in publishing houses or format books for printing ensure quality.
Quality control is vital to every industry. This is why every department in a company need create a method they use in ensuring quality. This, perhaps, will not only improve the quality of products and bring errors to the barest minimum, but take it to a near perfect finish.
It is beyond a moot point that a good book will somewhat be judged by its cover, but the content of the book remains king. No matter how beautiful the cover, if the quality of writing or presentation is off, that will be a reason for readers not to come back to the book or recommend it.
So, this presentation points designers to some important things that may be missed by an editor that they could eventually discover and call the attention of the editor.
Study of hybrid composite beam using woven roving mat
1. STUDY OF HYBRID COMPOSITE USING
WOVEN ROVING MAT
• PROJECT MEMBERS
V.Anand babu
S.Ashok
P.Kathiravan
N.Udhaya kumar
• PROJECT GUIDE
Mrs.V.Senthil Selvi M.E
2. ABSTRACT
From the 19th century the study of versatility of
fibers and its applications in different branches of
engineering is came to light , particularly in civil
engineering as a construction material. From
which wrapping techniques is one of the
upcoming topics of interest.
The aim of this project is to spread awareness
of fibers as a construction material in civil
engineering. And also Effective utillization of coir
fiber which is cheaply available in our zone
(Ramnad).
3. • The experimental test on the RCC beams for flexural
behavior using continuous hybrid fibre reinforced
polymer (GFRP) sheets are carried out. Externally the
GFRP(WRM),CFRP(COIR) sheets fibers were wrapped
over RCC beams with epoxy were tested to failure
using a symmetrically two point loading system. Four
sets of beams were tested for this project. First
type, the three ordinary (conventional) beams. Then
glass type, and next three for coir, and out of three for
sand wich.
4. INTRODUCTION
HISTORICAL PERSPECTIVE
• Fibers have been used as reinforcement since
ancient times.
• Historically, horsehair was used in mortar and
straw in mud bricks.
• In the early 1900s, asbestos fibers were used in
concrete.
• By the 1960s, steel, glass (GFRC), and synthetic
fibers such as polypropylene fibers were used in
concrete, and research into new fiber reinforced
concretes continues today.
5. FIBRE COMPOSITE
• Composite is when two or more different materials are
combined together to create a superior and unique
material.
HYBRID COMPOSITE
• Hybrid composites are materials made by combining
two or more different type of fibres in common matrix.
• They offer a range of properties that cannot be
obtained with a single type of reinforcement.
• The hybridization of two types short fibres having
different lengths and diameters offers some advantages
over each fibre alone being used in a single polymer
matrix.
6. ADVANTAGE OF COMPOSITE
• Corrosion resistance
• Light weight
• High strength
• Fast installation
• Large pre-fabricated parts
• Easy to install and transport as well.
APPLICATION OF COMPOSITE
• This is a leading manufacturer for Fiber Reinforced Polymer (FRP)
bridge decks, bridge superstructures etc.,
• It’s are also some of the popular composite material, used in
industries for aerospace.
7. FIBERS
• Fibers are the principal constituents in a
fiber -reinforced composite material .
• Proper selection of the fiber type, fiber
volume fraction , fiber length, and fiber
orientation is very important.
8. TYPES OF FIber
Natural fiber
Synthetic fiber
Natural fiber
• The interest in natural fiber-reinforced polymer
composite materials is rapidly growing both in terms of
their industrial applications and fundamental research.
• They are renewable, cheap, completely or partially
recyclable, and biodegradable.
• Plants, such as
flax, cotton, hemp, jute, sisal, kenaf, pineapple, bambo
o, banana, etc.,
12. Advantages of Natural Fiber
Composites
• Low specific weight, resulting in a higher specific
strength and stiffness than glass fiber.
• It is a renewable source, the production requires
little energy, and CO2 is used while oxygen is given
back to the environment.
14. PROPERTIES OF ARTIFICIAL FIBRES
• Artificial fibres are divided into cellulose fibres
(derived from wood or cotton) and synthetic fibres.
• Microfibre clothing is skin-friendly, containing no
allergenic substances. The open air channels in
microfibres guarantee a healthy exchange of heat
and moisture.
• Microfibres do not absorb moisture, they conduct it
away from the skin. This property is particularly
important in high-quality sportswear.
21. Types of Resins
Epoxy resins : since they are less porous than the rest of
the available types and present a remarkable ability to
cover fillings. They are the most expensive type of
resins.
Polyester resins :. On the contrary, they are more suitable
for GRP boats. They are the cheapest ones.
Vinyl ester resins: They offer more effective moisture
protection than the polyesters, and a more reasonable
price than the epoxies, although the latter are
considered to be the top in moisture resistance. Vinyl
ester resins also present great mechanical properties;
they are tougher and more flexible than polyesters.
22. Basic Ingredients of Concrete
1.Cement – It is the basic binding material in concrete.
2. Water – It hydrates cement and also makes concrete
Workable.
3. Coarse Aggregate – It is the basic building component of
concrete.
4. Fine Aggregate – Along with cement paste it forms mortar grout
and fills the voids in the coarse aggregates.
5. Admixtures – They enhance certain properties of concrete
e.g.gain of strength, workability, Imperviousness etc.
23. LITRATURE REVIEW
• S.M. Sapuan*, M.N.M. Zan, E.S. Zainudin and
Prithvi Raj Arora, Department of Mechanical and
Manufacturing Engineering, Universiti Putra
Malaysia, Malaysia,31 March 2005.
Tensile and flexural strengths for the coconut
spathe-fibrereinforced composite ranged from
7.9 to 11.6 MPa and from 25.6 to 67.2 MPa
respectively, implying that the tensile strength of
coconut spathe-fibre is inferior to other natural
fibres such as cotton, coconut coir and banana
fibres. Used by INSTRON Material Test System
24. M. A. A. Saafan, Czech Technical University in
Prague, Acta Polytechnica Vol. 46 No. 1/2006
Using the hand lay-up technique, successive
layers of a woven fiber glass fabric were bonded
along the shear span to increase the shear
capacity and to avoid catastrophic premature
failure modes. The test results of 18 beams are
reported. The results indicated that significant
increases in the shear strength and improvements
in the overall structural behavior of beams with
insufficient shear capacity could be achieved by
proper application of GFRP wraps.
25. N. Pannirselvam, V. Nagaradjane and
K.Chandramouli, ARPN Journal of Engineering and
Applied Sciences, NOVEMBER 2009 .
Beams bonded with four different types of Glass
Fibre Reinforced Polymer (GFRP) having 3.50 mm
thickness were used. The study parameters of this
investigation included first crack load, yield
load, ultimate load, first crack deflection, yield
deflection, ultimate deflection, of the test beams.
The performance of FRP plated beams was
compared with that of un plated beam. The test
results showed that the beams strengthened with
GFRP exhibited better performance.
26. A. Yusof & A. L. Saleh, Universiti Teknologi
Malaysia , Malaysia March 2003.
Seven timber beams of Yellow Meranti species
with the dimensions of 100 × 200 × 3000 mm
were tested. One of the beams was used as a
control beam (unstrengthened)while the
remaining six beams were strengthened to used
glass fibre ,before tested to failure under four
point loading.The ultimate load has increased
between 20 -30% for the strengthened beams
when compared to the control beam
27. METHODOLOGY
• Preparation of M25 concrete beam
• Wrapped with fibre composite
• Study of stress strain behaviour of composite
beam with conventional beam.
28. SPECIMEN DETAILS
BEAM SAMPLES TYPES
3 BEAMS FOR CONVENSIONAL
3 BEAM FOR COIR FIBRE( WRAPING)
3 BEAM FOR GLASS FIBRE( WRAPING) (WRM)
3 BEAM FOR SANDWITCH (BOTH COIR & GLASS FIBRE)
(WRM)
31. PRELIMINARY TEST ON CONCRETE
• Specific gravity of fine aggregate
• Specific gravity of coarse aggregate
• Specific gravity of cement
• Water absorption
a)coarse aggregate
b)fine aggregate
• Sieve analysis of coarse and fine aggregate
32. DETERMINATION OF QUANTITY OF MATERIALS
REQUIRED FOR CONCRETE BEAM
Volume of beam mould = 0.50x0.IOx0.10
= 0.005 m3
For 1 m3 of concrete required = 479 kg of
cement
Hence 0.005 m3 of concrete required
= 479 x 0.005
= 2.395 kg
33. For M 25 mix design:
Cement = 2.395 kg
Fine Aggregate = 2.395 kg
Coarse Aggregate = 4.79 kg
Water = 0.4 x 2395
= 958 ml
36. TESTING
• The testing procedure for the entire specimen
was same. After the curing period 28 days was
over.
• The most commonly used load arrangement
for testing of beams will consist of two point
loading system.
• Enabling bending capacity of the central
portion to be assessed .
• The two points loads to measure deflection of
the beam.
37. METHOD OF WRAPPING FIBRES USING
EPOXY RESIN
• Here, the fibres were bonded to the
specimens by hand layup technique. The
surface of the specimen was slightly chipped
so as to form good bond with the resin. The
mixer of resin and hardener poured over the
entire cleaned surface of the specimen.
38. BONDING TECHNIQUES
• The surface was repaired to the required
standard, the epoxy resin was mixed in
accordance with manufacture instructions.
Mixing was carried out in a plastic and
continued until mixture was in uniform color.
When his was completed and the fabric had
been cut to size. The epoxy resin was applied to
the concrete. Then the second layer of epoxy
resin was applied GFRP,CFRP sheet was then
placed on top of the epoxy resin coating
40. • These operation was carried out at room
temperature. Concrete beam strengthened
with glass and coir fabric were cured for 24
hours at room temperature before testing.
41. RESULTS AND DISCUSSION
• INITIAL AND ULTIMATE CRACKING LOADS OF
VARIOUS BEAMS
TYPE OF BEAM INITIAL CRACKING(KN) ULTIMATE LOAD(KN)
CO 21.33 38.33
GL(WRM) 53.9 61.8
COI 57.45 61
HY(WRM) 60.5 75
42. • INTIAL CRACKING LOADS FOR VARIOUS BEAM
70
60
50
40
30 57.45 60.5
53.9
20
LOAD 10 21.33
(KN) 0
CO GL INTIALCRACKING COI HY
TYPE OF BEAM
43. • ULTIMATE LOADS FOR VARIOUS BEAMS
80
70
60
50
40
75
LOAD 30 61.8 61
20
(KN) 38.33
10
0
CO COI GL HY
ULTIMATE LOAD
TYPE OF BEAM
44. • LOAD Vs DEFLECTION CURVE FOR CO AND
COI-BEAMS
70
60
50
LOAD 40 CONVEN
(KN) 30
20
COIR
10
0
0 2 4 6 8 10
DEFLECTION(MM)
45. LOAD Vs DEFLECTION CURVE FOR CO
AND GL-BEAMS
70
60
50
40
CONVEN GLASS
30
20
10
0
0 1 2 3 4 5 6
46. LOAD Vs DEFLECTION CURVE FOR GL
AND COI-BEAMS
70
60
50
GLASS
40
30
COIR
20
LOAD(KN) 10
0
0 2 4 6 8 10
DEFLECTION (MM)
47. LOAD Vs DEFLECTION CURVE FOR CO
AND HY-BEAMS
90
80
LOAD 70
60 CONVEN
(KN) 50
40 HYBRID
30
20
10
0
0 20 40 60 80 100
DEFLECTION (MM)
49. CONCLUSION
• The flexural strength of GL (WRM)-BEAMS
was found to be significantly improved when
compared with the CON-BEAMS.
• The flexural strength of HY (WRM)-BEAMS
was found to be significantly improved when
compared with the CON-BEAMS.
• The flexural strength of COI-BEAMS was
found to be significantly improved when
compared with the GL (WRM)-BEAMS.
50. • The flexural strength of HY (WRM)-BEAMS
was found to be significantly improved when
compared with the GL (WRM)-BEAMS.
• The flexural strength of HY (WRM)-BEAMS
was found to be significantly improved when
compared with the COI-BEAMS.
• The flexural strength of HY (WRM)-BEAMS
was found to be significantly improved when
compared with the COI, GL(WRM) AND CON-
BEAMS
51. REFERENCE
S.M. Sapuan*, M.N.M. Zan, E.S. Zainudin and
Prithvi Raj Arora, Journal of Tropical
Agriculture 43 (1-2): 63-65, 2005 (Tensile and
flexural strengths of coconut spathe-fibre
reinforced epoxy composites)
M. A. A. Saafan, Acta Polytechnica Vol 46, jan 2006
(Shear Strengthening of Reinforced Concrete Beams
Using GFRP Wraps)
52. Al-Sulaimani, G. J., Sharif, A., Basunbul, I.
A., Baluch, M. H.,Ghaleb, B. N, ACI Structural
Journal,Vol. 91, MARCH 1994, (Shear Repair for
Reinforced Concrete by Fiber glass Plate Bonding)
Majid Ali, Second international conference on
sustainable construction materials and
technologies, JUNE 30,2010, (Coconut Fibre – A
Versatile Material and its Applications in
Engineering)