This document presents an experimental study on the flexural behavior of concrete beams reinforced with glass fiber reinforced polymer (GFRP) bars. Four concrete beams were cast with M30 concrete - two with GFRP as the main reinforcement and steel bars as hangers, and two with GFRP as both the main and hanger reinforcement. Testing of the beams included calculating their flexural strength. The results showed that beams with GFRP reinforcement had higher ductility than comparable steel-reinforced beams. GFRP is a potential alternative to steel due to its corrosion resistance, high tensile strength, and non-magnetic properties. The study provides data on the material properties and flexural behavior of concrete beams reinforced with GFRP
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.
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.
Prepared a Glass Fiber Reinforced Plastic board and determined the optimal drilling conditions that would cause the least delamination using Design of Experiments.
Comparative study of polymer fibre reinforced concrete with conventional conc...eSAT Journals
Abstract Road transportation is undoubtedly the lifeline of the nation and its development is a crucial concern. The traditional bituminous pavements and their needs for continuous maintenance and rehabilitation operations points towards the scope for cement concrete pavements. There are several advantages of cement concrete pavements over bituminous pavements. This paper emphasizes on POLYMER FIBRE REINFORCED CONCRETE PAVEMENTS, which is a recent advancement in the field of reinforced concrete pavement design. A comparative study of these pavements with the conventional concrete pavements has been made using Polypropylene fiber waste as fiber reinforcement. Keywords: Polymer fibre concrete pavement, Polypropylene fiber waste as fiber reinforcement
Review Paper on Properties of Properties of Concrete using Steel Fiber Wasteijtsrd
The plain cement concrete has very low tensile strength, restricted pliability, and little protection from breaking. Inward miniaturized scale breaks are innately present in the concrete and its poor rigidity is because of the proliferation of such small cracks, in the long run prompting fragile disappointment of the concrete. The most generally acknowledged solution for this flexural shortcoming of cement is the regular fortification with high quality steel. Regardless of the way that these procedures offer flexibility to people, they however dont grow the trademark unbending nature of solid itself. In like manner the help putting and profitable compaction of RCC is amazingly troublesome if the solid is of low workability especially by virtue of overpowering solid M 25 . In plain concrete and near feeble materials, assistant parts scaled down scale breaks become even before stacking, particularly on account of drying shrinkage or distinctive purposes behind volume change. The width of these breaks on occasion outperforms a few microns, yet their two estimations may be of higher enormity. Whenever stacked, the miniaturized scale airs out proliferate and up, and attributable to the impacts of pressure fixation, extra breaks frame in spots of minor deformities. The auxiliary splits continue gradually. The advancement of such miniaturized micro crack is the primary driver of inelastic twisting in concrete. It has been perceived that the expansion of little, firmly divided and consistently scattered strands to cement would go about as break arrester and would considerably enhance its static and dynamic properties. This sort of cement is known as fibre reinforces concrete. Hitesh Malviya | Pratiksha Malviya ""Review Paper on Properties of Properties of Concrete using Steel Fiber Waste"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-3 , April 2019, URL: https://www.ijtsrd.com/papers/ijtsrd22858.pdf
Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/22858/review-paper-on-properties-of-properties-of-concrete-using-steel-fiber-waste/hitesh-malviya
This paper present the state-of-the-art literature review and explore the research guidelines
on natural fibres polymeric composites. Due to the environmental issues, cost reduction and high
performance of engineering applications, the demand of natural fibre is increasing day by day.
Reinforcement with natural fiber in composites has recently gained attention due to low cost, easy
availability, low density, acceptable specific properties, ease of separation, enhanced energy
recovery, bio-degradability and recyclable in nature. To safeguard the environment, efforts are being
made for recycling different wastes and utilise them in value added applications.
Study of Fiber Reinforced Polymer Materials in Reinforced Concrete Structures...Girish Singh
Around the world we are having several upcoming projects near the coast line so the study is needed to understand the effect on cost when we use FRP in the structure because FRP is a costly material compare to steel which may or may not increase the structure overall cost.
It will may or may not increase the structure cost because if we use FRP in a structure then we can avoid the problem that we face in a structure caused due to corrosion which reduce strength of the structure, foundation loosing plaster from the surface of the reinforced section due to expansion caused due to rusting as well as in building envelopes.
The objectives of this seminar report are to study about FRP Manufacturing and its properties, study about the various applications of FRP, design and analyze a FRP member, Finite element analysis of a simple beam using FRP as a reinforcement, role of FRP in the sustainable world, to find out the cost benefit of the elements used in a corrosive environment structure which can be replaced by the FRP.
This study will cover all the forms of FRP that can be used in a building and give a brief about FRP rebars its properties, design, analysis, uses and the effect on cost of a build during construction as well as the cost analysis of the structure.
This study will give an idea on the advantage of FRP over steel when we are using FRP in a corrosive environment like coast line and it will give an initial idea to the designer about the advantage and disadvantage of FRP over steel.
In the final part of this seminar report analysis results are used to give a base that FRP can sustain in structure as FRP reinforced bar and an example of a LCC is also used to give a satisfactory conclusion and on the final page the summery of the seminar is present.
Fiber Reinforced Concrete (FRC) is a modern Technology in the field of civil engineering, this ppt gives the overall view about the FRC, Uses of FRC in simplest way.
This presentation gives a brief introduction on FRC's history, definition and why is it used. Types of FRC's and it's applications is explained in detail in later stages.Also, it covers various properties that affects FRC and a Case study in end.
Steel fibers for reinforced concrete kasturi metalKasturi Metal
Introduction on Steel and PP Fibers and Fiber reinforced Concrete Concept. Clear information on how fiber reinforced concrete can act as a super crack resistor and make brittle concrete more ductile.
Kasturi Metal Composites P Ltd , India is the largest manufacturer of fibers for concrete reinforcement in India. Its Brand Duraflex™ Steel Fibers – Glued and Loose, and Durocrete™ Macro and Micro Polypropylene Fibers is the most preferred brand in India for various national and International Projects.
Prepared a Glass Fiber Reinforced Plastic board and determined the optimal drilling conditions that would cause the least delamination using Design of Experiments.
Comparative study of polymer fibre reinforced concrete with conventional conc...eSAT Journals
Abstract Road transportation is undoubtedly the lifeline of the nation and its development is a crucial concern. The traditional bituminous pavements and their needs for continuous maintenance and rehabilitation operations points towards the scope for cement concrete pavements. There are several advantages of cement concrete pavements over bituminous pavements. This paper emphasizes on POLYMER FIBRE REINFORCED CONCRETE PAVEMENTS, which is a recent advancement in the field of reinforced concrete pavement design. A comparative study of these pavements with the conventional concrete pavements has been made using Polypropylene fiber waste as fiber reinforcement. Keywords: Polymer fibre concrete pavement, Polypropylene fiber waste as fiber reinforcement
Review Paper on Properties of Properties of Concrete using Steel Fiber Wasteijtsrd
The plain cement concrete has very low tensile strength, restricted pliability, and little protection from breaking. Inward miniaturized scale breaks are innately present in the concrete and its poor rigidity is because of the proliferation of such small cracks, in the long run prompting fragile disappointment of the concrete. The most generally acknowledged solution for this flexural shortcoming of cement is the regular fortification with high quality steel. Regardless of the way that these procedures offer flexibility to people, they however dont grow the trademark unbending nature of solid itself. In like manner the help putting and profitable compaction of RCC is amazingly troublesome if the solid is of low workability especially by virtue of overpowering solid M 25 . In plain concrete and near feeble materials, assistant parts scaled down scale breaks become even before stacking, particularly on account of drying shrinkage or distinctive purposes behind volume change. The width of these breaks on occasion outperforms a few microns, yet their two estimations may be of higher enormity. Whenever stacked, the miniaturized scale airs out proliferate and up, and attributable to the impacts of pressure fixation, extra breaks frame in spots of minor deformities. The auxiliary splits continue gradually. The advancement of such miniaturized micro crack is the primary driver of inelastic twisting in concrete. It has been perceived that the expansion of little, firmly divided and consistently scattered strands to cement would go about as break arrester and would considerably enhance its static and dynamic properties. This sort of cement is known as fibre reinforces concrete. Hitesh Malviya | Pratiksha Malviya ""Review Paper on Properties of Properties of Concrete using Steel Fiber Waste"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-3 , April 2019, URL: https://www.ijtsrd.com/papers/ijtsrd22858.pdf
Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/22858/review-paper-on-properties-of-properties-of-concrete-using-steel-fiber-waste/hitesh-malviya
This paper present the state-of-the-art literature review and explore the research guidelines
on natural fibres polymeric composites. Due to the environmental issues, cost reduction and high
performance of engineering applications, the demand of natural fibre is increasing day by day.
Reinforcement with natural fiber in composites has recently gained attention due to low cost, easy
availability, low density, acceptable specific properties, ease of separation, enhanced energy
recovery, bio-degradability and recyclable in nature. To safeguard the environment, efforts are being
made for recycling different wastes and utilise them in value added applications.
Study of Fiber Reinforced Polymer Materials in Reinforced Concrete Structures...Girish Singh
Around the world we are having several upcoming projects near the coast line so the study is needed to understand the effect on cost when we use FRP in the structure because FRP is a costly material compare to steel which may or may not increase the structure overall cost.
It will may or may not increase the structure cost because if we use FRP in a structure then we can avoid the problem that we face in a structure caused due to corrosion which reduce strength of the structure, foundation loosing plaster from the surface of the reinforced section due to expansion caused due to rusting as well as in building envelopes.
The objectives of this seminar report are to study about FRP Manufacturing and its properties, study about the various applications of FRP, design and analyze a FRP member, Finite element analysis of a simple beam using FRP as a reinforcement, role of FRP in the sustainable world, to find out the cost benefit of the elements used in a corrosive environment structure which can be replaced by the FRP.
This study will cover all the forms of FRP that can be used in a building and give a brief about FRP rebars its properties, design, analysis, uses and the effect on cost of a build during construction as well as the cost analysis of the structure.
This study will give an idea on the advantage of FRP over steel when we are using FRP in a corrosive environment like coast line and it will give an initial idea to the designer about the advantage and disadvantage of FRP over steel.
In the final part of this seminar report analysis results are used to give a base that FRP can sustain in structure as FRP reinforced bar and an example of a LCC is also used to give a satisfactory conclusion and on the final page the summery of the seminar is present.
Fiber Reinforced Concrete (FRC) is a modern Technology in the field of civil engineering, this ppt gives the overall view about the FRC, Uses of FRC in simplest way.
This presentation gives a brief introduction on FRC's history, definition and why is it used. Types of FRC's and it's applications is explained in detail in later stages.Also, it covers various properties that affects FRC and a Case study in end.
Steel fibers for reinforced concrete kasturi metalKasturi Metal
Introduction on Steel and PP Fibers and Fiber reinforced Concrete Concept. Clear information on how fiber reinforced concrete can act as a super crack resistor and make brittle concrete more ductile.
Kasturi Metal Composites P Ltd , India is the largest manufacturer of fibers for concrete reinforcement in India. Its Brand Duraflex™ Steel Fibers – Glued and Loose, and Durocrete™ Macro and Micro Polypropylene Fibers is the most preferred brand in India for various national and International Projects.
EFFECT OF CARBON LAMINATION ON THE STRENGTH OF CONCRETE STRUCTURESIAEME Publication
This work consists of preparation and testing of different structural model like cubes, Beams and Columns. They are tested for Compression test, Flexural test and Split tensile Test. The comparison between Laminated and un-laminated Structural Models was made in order to know how much strength gain after testing of these structural models, so by which the rehabilitation of any structure can be done without demolishing it with less weight to strength ratio.
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.
Strengthening structures via external bonding of advanced fibre reinforced polymer (FRP)
composite is becoming very popular worldwide during the past decade because it provides a more
economical and technically superior alternative to the traditional techniques in many situations as it
offers high strength, low weight, corrosion resistance, high fatigue resistance, easy and rapid
installation and minimal change in structural geometry. Although many in-situ RC beams are
continuous in construction, there has been very limited research work in the area of FRP
strengthening of continuous beams. In the present study an experimental investigation is
carried out to study the behavior of continuous RC beams under static loading. The beams are
strengthened with externally bonded glass fibre reinforced polymer (GFRP) sheets. Different scheme
of strengthening have been employed. The program consists of fourteen continuous (two-span) beams
with overall dimensions equal to (150×200×2300) mm. The beams are grouped into two series
labeled S1 and S2 and each series have different percentage of steel reinforcement. One beam from
each series (S1 and S2) was not strengthened and was considered as a control beam, whereas all
other beams from both the series were strengthened in various patterns with externally bonded GFRP
sheets. The present study examines the responses of RC continuous beams, in terms of failure modes,
enhancement of load capacity and load deflection analysis. The results indicate that the flexural
strength of RC beams can be significantly increased by gluing GFRP sheets to the tension face. In
addition, the epoxy bonded sheets improved the cracking behaviour of the beams by delaying the
formation of visible cracks and reducing crack widths at higher load levels. The experimental results
were validated by using finite element method
Behaviour of Glass Fiber Reinforced Polymer Composite in Flexure Shear Streng...ijtsrd
The corrosion of steel reinforcement in concrete reduces the life of structures, causes high repair costs and can endanger the structural integrity of the structure itself. Glass fibre reinforced polymer GFRP offers a number of advantages over steel especially when used in marine and other salt laden environments. GFRP reinforcing bars are gradually finding wider acceptance as a replacement for conventional steel reinforcement as it offers a number of advantages. Technical studies on a number of concrete structures, from five to eight years old and constructed with GFRP reinforcement, have shown that there is no degradation of the GFRP from the alkaline environment. Concrete is very strong in compression but it is extremely weak in tension. To resist the tensile stress, steel reinforcement is provided in concrete. Reinforcement corrosion and structural deterioration in reinforced concrete structures are common, and prompted many researchers to seek alternative materials and rehabilitation techniques. One such material that has been offered as an alternative to mild steel reinforcement is Glass Fibre Reinforced Polymer GFRP bars and flats. For the repair and strengthening of structural concrete members, strengthening with Glass Fibre Reinforced Polymer GFRP plates is an excellent option. The present work is to study the behavior of Shear resistance of the silica coated GFRP stirrups in the shear test zone. A series of studies were conducted using silica coated GFRP stirrups in shear zone. It is observed that beams with silica coated GFRP flats shear reinforcement have shown failure at higher loads than the theoretical failure loads. Further it is observed that GFRP flats as shear reinforcement exhibit fairly good ductility. Er. Satish Kumar | Mr. Ajit Singh "Behaviour of Glass Fiber Reinforced Polymer Composite in Flexure Shear Strength of Reinforced Concrete Beams" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30440.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30440/behaviour-of-glass-fiber-reinforced-polymer-composite-in-flexure-shear-strength-of-reinforced-concrete-beams/er-satish-kumar
The presentation encircles the following topics
1.Fibers and PlasticsTypes of fibers- Steel, Carbon, glass fibers, Use of fibers as construction material, properties of Fibers.
Types of plastics- PVC, RPVC, HDPE, FRP, GRP etc. Colored plastic sheets. Use of plastic as construction material.
2. Artificial Timbers – Properties and uses of artificial timber. Types of artificial timber available in market, strength of artificial timber.
3. Miscellaneous materials – Properties and uses of acoustics materials,wall claddings, plaster boards, micro-silica, artificial sand, bonding agents, adhesives
Glass Fibre Concrete: Investigation on Strength and Fire Resistant PropertiesIOSR Journals
Abstract: Over the decades, there has been a significant increase in the use of fibres in concrete for improving
its properties such as tensile strength and ductility. The fibre concrete is also used in retrofitting existing
concrete structures. Among many different types of fibres available today, glass fibre is a recent introduction in
the field of concrete technology. Glass fibre has the advantages of having higher tensile strength and fire
resistant properties, thus reducing the loss of damage during fire accident of concrete structures. In this
investigation glass fibres of 450 mm length are added to the concrete by volume fraction of up to 1% to
determine its strength and fire resistant characteristics. Comparison of the strength and fire-resistance
performance of conventional concrete and glass fibre concrete was made. The paper presents the details of the
experimental investigations and the conclusions drawn there from
Similar to IRJET- Flexural Behaviour of Concrete Beam with Glass Fiber Reinforced Polymer Bars (20)
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
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CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.