The document discusses a new connection design called the FLEXTM Connection. It has an improved thread profile that allows it to achieve higher torque capacities than other connections while maintaining a streamlined design. Key features include enhanced torque capacity, rapid make-up speed, reduced connection stiffness and peak stresses, and increased wear life. The design merges old and new connection technologies to push performance limits.
IRJET- Experimental Study on Retrofitted RC- BeamsIRJET Journal
This document summarizes an experimental study on retrofitting reinforced concrete beams using basalt fiber reinforced polymer (BFRP) bars and sheets. The study tested RC beams under four-point loading at various pre-loading conditions after being retrofitted with BFRP. Retrofitting with BFRP bars using near-surface mounting and BFRP sheet wrapping increased the ultimate load capacity of pre-cracked beams by over 25% and combinations of the two methods increased capacity by over 50%. While BFRP bars did not show debonding, the sheets debonded from the concrete under ultimate loads. The study concluded retrofitting provided significant improvements to flexural capacity and that higher pre-loading conditions yielded better results.
R & M International Pvt Ltd is a leading specialized engineering and construction company dedicated to providing improvement, protection, and repair solutions for concrete structures in India. They offer structural strengthening to increase load capacity of members, base isolation to protect structures from earthquakes, and waterproofing. The company plans to expand across major Indian cities to work with infrastructure projects like railways, airports, roads, and bridges. They provide various fiber-reinforced polymer and carbon fiber products for flexural enhancement, bracing, shear strengthening, and moment capacity. The company aims to meet client requirements and has grown consistently in recent years.
R & M International Pvt Ltd is a leading specialized engineering and construction company dedicated to structural strengthening, base isolation, and waterproofing. The company uses fiber reinforced polymer composites like glass fiber, carbon fiber, and laminates to strengthen structures. It provides fiber wrapping, prestressing, and other services to reinforce concrete and improve structures. R & M offers a wide range of products including resins, primers, membranes, coatings and other materials to enable its strengthening and repair solutions.
IRJET - Flexural Retrofitting of RCC Beam using BFRPIRJET Journal
1) The document presents a study on retrofitting reinforced concrete beams with basalt fiber reinforced polymer (BFRP) to improve load capacity.
2) Five beams were cast and tested - two control beams, one beam wrapped with a single BFRP layer, one with double layers, and one with triple layers.
3) Results showed that BFRP wrapping increased the load capacity of the beams. Beams with more BFRP layers showed higher increases in first crack and ultimate loads compared to the control beams.
Review on analytical study on strengthening of beam by frpeSAT Journals
Abstract
This paper present the review of analytical and numerical study of flexural and shear performance of retrofitted or strengthening
of beam by fibre reinforced polymer (FRP). Now a day investigator prefer numerical and analytical study to minimize error which
can’t reduce in experimental study, hence numerical study is more reliable than experimental study and analytical study less time
consuming then experimental still having good agreement with experimental study.Almost all the software available in market are
work based on finite element method (FEM) such as ANSYS, ATENA 3D and ABAQUS. Analytical study carried out by different
author using FEM basedsoftware they found ultimate capacity of beam increased noticeably.Analytical investigation of reinforced
concrete (RC) beam with FRP were carried out by number of investigator they all studied on different aspect, some of those
worked on single layer or double layer of FRP , some of those worked on different pattern and thickness of FRP and then
compared stress, strain and deflection with control specimen. For precise result by finite element method use fine mashing and
appropriate material property. Bond behaviour between steel-concrete and concrete-FRP sheets/plate must be specify for
accurate and realistic results.
Keywords: retrofitting of beam, strengthening of beam, GFRP, CFRP, Finite Element Method (FEM), ANSYS
IRJET- Study on Hybrid Glass/Carbon Fiber Reinforced Vinyl Ester Polymer Comp...IRJET Journal
This study examines hybrid glass/carbon fiber reinforced vinyl ester polymer composites. Glass fiber and carbon fibers are chosen as reinforcements for their properties, while vinyl ester resin is selected as the polymer matrix. The document provides background on these materials, including that glass fiber is low-cost and isotropic, carbon fiber is very stiff with low density, and vinyl ester resin has high strength and corrosion resistance. Previous research found that hybrid composites can achieve optimized properties by combining different fiber types and that fiber parameters like length, orientation, and diameter influence mechanical characteristics. The goal of this study is to investigate these hybrid composites and how fiber properties affect their mechanics.
IRJET- Experimental Study on Retrofitted RC- BeamsIRJET Journal
This document summarizes an experimental study on retrofitting reinforced concrete beams using basalt fiber reinforced polymer (BFRP) bars and sheets. The study tested RC beams under four-point loading at various pre-loading conditions after being retrofitted with BFRP. Retrofitting with BFRP bars using near-surface mounting and BFRP sheet wrapping increased the ultimate load capacity of pre-cracked beams by over 25% and combinations of the two methods increased capacity by over 50%. While BFRP bars did not show debonding, the sheets debonded from the concrete under ultimate loads. The study concluded retrofitting provided significant improvements to flexural capacity and that higher pre-loading conditions yielded better results.
R & M International Pvt Ltd is a leading specialized engineering and construction company dedicated to providing improvement, protection, and repair solutions for concrete structures in India. They offer structural strengthening to increase load capacity of members, base isolation to protect structures from earthquakes, and waterproofing. The company plans to expand across major Indian cities to work with infrastructure projects like railways, airports, roads, and bridges. They provide various fiber-reinforced polymer and carbon fiber products for flexural enhancement, bracing, shear strengthening, and moment capacity. The company aims to meet client requirements and has grown consistently in recent years.
R & M International Pvt Ltd is a leading specialized engineering and construction company dedicated to structural strengthening, base isolation, and waterproofing. The company uses fiber reinforced polymer composites like glass fiber, carbon fiber, and laminates to strengthen structures. It provides fiber wrapping, prestressing, and other services to reinforce concrete and improve structures. R & M offers a wide range of products including resins, primers, membranes, coatings and other materials to enable its strengthening and repair solutions.
IRJET - Flexural Retrofitting of RCC Beam using BFRPIRJET Journal
1) The document presents a study on retrofitting reinforced concrete beams with basalt fiber reinforced polymer (BFRP) to improve load capacity.
2) Five beams were cast and tested - two control beams, one beam wrapped with a single BFRP layer, one with double layers, and one with triple layers.
3) Results showed that BFRP wrapping increased the load capacity of the beams. Beams with more BFRP layers showed higher increases in first crack and ultimate loads compared to the control beams.
Review on analytical study on strengthening of beam by frpeSAT Journals
Abstract
This paper present the review of analytical and numerical study of flexural and shear performance of retrofitted or strengthening
of beam by fibre reinforced polymer (FRP). Now a day investigator prefer numerical and analytical study to minimize error which
can’t reduce in experimental study, hence numerical study is more reliable than experimental study and analytical study less time
consuming then experimental still having good agreement with experimental study.Almost all the software available in market are
work based on finite element method (FEM) such as ANSYS, ATENA 3D and ABAQUS. Analytical study carried out by different
author using FEM basedsoftware they found ultimate capacity of beam increased noticeably.Analytical investigation of reinforced
concrete (RC) beam with FRP were carried out by number of investigator they all studied on different aspect, some of those
worked on single layer or double layer of FRP , some of those worked on different pattern and thickness of FRP and then
compared stress, strain and deflection with control specimen. For precise result by finite element method use fine mashing and
appropriate material property. Bond behaviour between steel-concrete and concrete-FRP sheets/plate must be specify for
accurate and realistic results.
Keywords: retrofitting of beam, strengthening of beam, GFRP, CFRP, Finite Element Method (FEM), ANSYS
IRJET- Study on Hybrid Glass/Carbon Fiber Reinforced Vinyl Ester Polymer Comp...IRJET Journal
This study examines hybrid glass/carbon fiber reinforced vinyl ester polymer composites. Glass fiber and carbon fibers are chosen as reinforcements for their properties, while vinyl ester resin is selected as the polymer matrix. The document provides background on these materials, including that glass fiber is low-cost and isotropic, carbon fiber is very stiff with low density, and vinyl ester resin has high strength and corrosion resistance. Previous research found that hybrid composites can achieve optimized properties by combining different fiber types and that fiber parameters like length, orientation, and diameter influence mechanical characteristics. The goal of this study is to investigate these hybrid composites and how fiber properties affect their mechanics.
Design strengthening of beams slabs with carbon (fiber) FRP تصميم تقوية الج...Dr.Youssef Hammida
FRP Strengthening
Hevilifts is a leading designer and installer of Fiber Reinforced Polymer (FRP) products for repair and strengthening of structures. FRP can be used in existing buildings to strengthen floors and walls for larger live loads, to increase strength and ductility of columns, to correct excessive deflections, to increase shear capacity of beams and to repair and strengthen corrosion damage. FRP can be used in bridges to strengthen girders for increased live load, shear and for the repair of corrosion damage.
IRJET- Experimental Study On Polypropylene Fiber ReinforcedconcreteIRJET Journal
This document reports on an experimental study of polypropylene fiber reinforced concrete. Various volume fractions of polypropylene fibers (0%, 0.2%, 0.3%, 0.5%) were added to concrete mixtures to study their effects on properties such as workability, compressive strength, tensile strength, and flexural strength. The addition of fibers decreased workability but increased tensile and flexural strength, with 0.5% fiber volume achieving the highest strengths. Silica fume was also used as a cement replacement at 8% by weight, and its presence further improved mechanical properties. Test results showed that polypropylene fibers can improve the durability and mechanical performance of concrete.
The document summarizes an experimental study on using carbon fiber reinforced polymer (CFRP) sheets to rehabilitate and strengthen reinforced concrete beams. Twelve beams were fabricated and strengthened with different CFRP configurations. Beams were loaded to different magnitudes prior to strengthening to study the effect of initial loading. Beams were then retrofitted with one or two CFRP layers and reloaded until failure. Results showed shear strength increased significantly with CFRP sheets. Orienting the sheets at 45 degrees was most effective. The literature review discussed previous research on using CFRP to strengthen beams in flexure and shear. Parameters like CFRP amount and configuration affected failure modes and structural performance.
Tabitha G presents on retrofitting existing structures using fibre reinforced polymer (FRP) composites. FRP composites involve reinforcing fibres like carbon, glass or aramid embedded in a polymer resin matrix. Retrofitting techniques involve bonding the FRP composites to the exterior of structures to improve their strength. The process involves surface preparation, applying the FRP laminates, and curing. FRP retrofitting provides benefits like increased strength, corrosion resistance and durability. It can be used to reinforce structures in transportation, construction, marine and other fields, though specialized skills are required and it may not be suitable for all structures.
The document summarizes a student's thesis proposal on fabricating and comparing the mechanical properties of hybrid glass fiber reinforced plastic (GFRP) composites using epoxy resin with and without epoxy modifiers. The objectives are to fabricate GFRP using hand lay-up with epoxy resin and glass fibers with and without titanium dioxide modifier, and test the tensile, flexural, and shear strengths of the materials. Literature on using epoxy modifiers to improve mechanical properties of epoxy/fiber composites and vibration assisted machining of carbon fiber composites is reviewed. The methodology involves fabricating GFRP with and without modifiers, mechanical testing, and comparing results.
No. 3 & 5 gough hill path rbl 1169 the peakbumatech
This document discusses the use of EXTREN® fiberglass structural shapes as trellises on the exterior walls of buildings. The trellises provide supportive structures for creeping plants and vines to grow on, blending the artificial walls into the surrounding natural greenery. EXTREN® was chosen for its strength, lighter weight than metal, and resistance to weathering. Its olive green color also allowed it to naturally blend in without modification.
IRJET- Experimental Investigation on Mechanical Splices in Fiber Reinforc...IRJET Journal
The document discusses an experimental investigation on the use of mechanical splices and basalt fibers in fiber reinforced concrete beams. Mechanical splices are more reliable than traditional lap splices as they do not depend on bond with concrete to transfer loads. Basalt fibers are added to concrete in percentages from 0-1.5% to study their effect on the compressive, tensile, and flexural strength of the concrete. Beams made with different basalt fiber contents and spliced with mechanical couplers or laps are tested to determine their strength properties. The results provide data on the optimum basalt fiber dosage for improved concrete strength.
This document discusses strengthening concrete beams using fiber reinforced polymer (FRP). It begins with an introduction to FRP, including its history and advantages over traditional materials. Methods of strengthening beams for flexure using externally bonded FRP are then described. Design considerations like failure modes, stress-strain relationships, and ensuring bond are discussed. Strengthening calculations and variables in FRP composite design are also covered at a high level.
Guardian Eco Guard Pattern Anti Reflective Solar GlassSam Malty
Guardian Industries has developed EcoGuard Pattern AR glass to optimize sunlight transmission for photovoltaic module applications. The glass uses Guardian's high-performance EcoGuard Pattern glass combined with a specially designed anti-reflective coating to maximize sunlight energy capture. Testing shows EcoGuard Pattern AR can increase module output by up to 5% compared to uncoated glass. As a global manufacturer of glass and coatings, Guardian is committed to providing innovative solar energy solutions and optimizing customers' energy costs.
FRP (fiber reinforced polymers) are a composite material made of fibers encapsulated in a polymer resin matrix. They are used for structural strengthening and repair in construction. FRP provides high tensile strength along the fiber orientation and the resin provides stability, shear strength, and bonding to the substrate. Common fiber types include carbon, glass, and aramid. FRP has advantages over conventional repair methods as it is lightweight, corrosion resistant, and can be applied in occupied spaces. Applications include seismic retrofitting of columns, beams and walls, repairing deteriorated concrete, and strengthening structures like bridges and industrial facilities. FRP installation involves surface preparation, applying primer, saturating fabric with resin, and allowing it to cure. FRP
MBrace is a composite strengthening system that uses carbon fiber sheets bonded to concrete structures with epoxy resin to improve their strength and durability. It has advantages over traditional strengthening techniques like steel plating in that it is lighter, easier to install, and does not change the structure's original alignment. The multi-step MBrace installation process involves surface preparation, application of epoxy primer and saturant, attaching pre-saturated carbon fiber sheets, and optional protective topcoating. MBrace increases structures' load-bearing capacity, ductility, blast resistance, and can be used to retrofit beams, columns, walls, and other elements.
IRJET- Experimental Analysis of Deep Beam Strengthened by Glass Fiber Reinfor...IRJET Journal
This document summarizes an experimental study on strengthening reinforced concrete deep beams using glass fiber reinforced polymer plates. Two sets of deep beams were fabricated and tested. Set I included control beams and beams strengthened in flexure using continuous GFRP sheets. Set II included control beams and beams strengthened in shear using continuous GFRP sheets. The beams were tested under two-point static loading and experimental data on load and failure modes was obtained. The study aimed to analyze the flexural and shear behavior of reinforced concrete deep beams strengthened with externally bonded GFRP plates.
This document provides an overview of fiber reinforced polymer (FRP) composites, including common fiber and resin types, manufacturing processes, applications, and FDOT specifications and initiatives. It describes pultrusion and vacuum infusion as the predominant manufacturing processes, lists national design specifications, and outlines accepted FDOT applications such as structural shapes, reinforcing bars, prestressing strands, and bridge projects using FRP composites.
Fiber Reinforced Composites - An Overview.pptSANTHOSH M.S
This document provides an overview of fiber reinforced composites (FRC). It begins with an introduction to FRCs, which are composite materials made of a polymer matrix reinforced with fibers, most commonly glass, carbon, or aramid fibers. The document then covers the classification of FRCs based on matrix type, fiber types, manufacturing processes like hand layup and filament winding, curing processes, potential defects, and mechanical properties testing including tensile, flexural, shear, fatigue, and impact properties. Finally, applications of FRCs are discussed such as use in the aerospace, automotive, marine, and construction industries.
The document discusses the history and applications of fiber reinforced polymers (FRP) composites. It provides details on FRP manufacturing processes, materials, mechanical properties, design considerations, advantages, challenges, and the future of FRP technology. The document contains information on various FRP applications in infrastructure such as bridges, as well as recommendations to advance the use of FRP composites.
Fiber-reinforced polymer (FRP) composites are typically made of fibers like glass, aramid, or carbon in a polyester or vinyl ester resin matrix. FRP bars are being researched to replace steel reinforcement in concrete as steel is susceptible to corrosion which reduces the lifespan of concrete structures. FRP composites are corrosion resistant, lightweight, and strong. They offer easy construction and handling and have applications in new FRP bridge decks, concrete decks with FRP rebar, and strengthening existing structures. However, FRP composites are still under testing and research as connections are difficult and the fibers cannot be easily bent in the field without losing strength. More design work is needed for this material.
FIBRE REINFORCED PLASTIC (FRP) & SYNTHETIC RUBBERChandana R
Fiber reinforced plastic (FRP) is a composite material made of a polymer matrix reinforced with fibers. The fibers, which are usually glass, carbon, basalt or aramid, increase the strength and stiffness of the polymer. FRP has high strength-to-weight ratio, corrosion resistance, and design flexibility. It is used in applications like pipes, walkways, and construction where these properties are beneficial. However, FRP has low strength perpendicular to the fibers and complex manufacturing requirements.
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.
This document discusses composite material repair methodologies. It begins by defining a composite material as one made of two or more materials with different properties combined to produce a new material with unique characteristics. It then discusses some common applications of composite materials in airplanes. The main types of composite damage on airplanes are then outlined, such as impact damage, erosion, scratches, and damage through the full structure. Various repair techniques are presented, including non-patching methods like resin infusion as well as patching methods like bonded external patches and bonded scarf patches. Equipment used for repairs like vacuum bags are also depicted. Finally, the document concludes that reliable repair methods are necessary to restore structural integrity to composite materials increasingly used in aircraft.
IRJET- Improving Structure Integrity with Fibre Reinforced ConcreteIRJET Journal
The document discusses fibre reinforced concrete (FRC), which involves adding small fibres to concrete to improve its properties. Steel fibre reinforced concrete is the most common type of FRC. It improves tensile strength, flexural strength, impact resistance, ductility, and crack control compared to normal concrete. Test results showed compressive strength increased up to 25% and flexural strength increased over 100% with the addition of fibres like steel. While fibres improve properties, they are not a replacement for steel reinforcement in structural applications. FRC is useful as a supplementary material to improve performance.
The document discusses EJOT's DELTA PT fastener for use in thermoplastics. It summarizes the key benefits of DELTA PT fasteners as providing predictable performance improvement through (1) minimal radial tension, high clamp loads, and increased fatigue durability due to its optimized flank angle and thread design. (2) It also allows for clamp load oriented engineering and long joint lifetime through its prognosis program and resistance to hydrogen embrittlement. (3) DELTA PT fasteners further improve applications for plastics through new fields of use, reduced fastener size, and cost and weight savings.
IRJET- Design Optimization of Snap Fit Feature of Lock Plate to Reduce its In...IRJET Journal
This document presents a study to optimize the design of a snap fit feature on a lock plate to reduce its installation force. The current design's installation force exceeded human ergonomic limits. The researchers used design of experiments (DoE) methodology to determine which geometric parameters of the snap fit significantly affected installation force. They identified angle of the snap, entry width, and their interactions as most significant. Finite element analysis was used to test different parameter combinations from the DoE. Statistical analysis identified the optimal parameter levels to achieve an installation force under 44N. The optimized design was confirmed to have an installation force of 40.68N, within the ergonomic limit.
Design strengthening of beams slabs with carbon (fiber) FRP تصميم تقوية الج...Dr.Youssef Hammida
FRP Strengthening
Hevilifts is a leading designer and installer of Fiber Reinforced Polymer (FRP) products for repair and strengthening of structures. FRP can be used in existing buildings to strengthen floors and walls for larger live loads, to increase strength and ductility of columns, to correct excessive deflections, to increase shear capacity of beams and to repair and strengthen corrosion damage. FRP can be used in bridges to strengthen girders for increased live load, shear and for the repair of corrosion damage.
IRJET- Experimental Study On Polypropylene Fiber ReinforcedconcreteIRJET Journal
This document reports on an experimental study of polypropylene fiber reinforced concrete. Various volume fractions of polypropylene fibers (0%, 0.2%, 0.3%, 0.5%) were added to concrete mixtures to study their effects on properties such as workability, compressive strength, tensile strength, and flexural strength. The addition of fibers decreased workability but increased tensile and flexural strength, with 0.5% fiber volume achieving the highest strengths. Silica fume was also used as a cement replacement at 8% by weight, and its presence further improved mechanical properties. Test results showed that polypropylene fibers can improve the durability and mechanical performance of concrete.
The document summarizes an experimental study on using carbon fiber reinforced polymer (CFRP) sheets to rehabilitate and strengthen reinforced concrete beams. Twelve beams were fabricated and strengthened with different CFRP configurations. Beams were loaded to different magnitudes prior to strengthening to study the effect of initial loading. Beams were then retrofitted with one or two CFRP layers and reloaded until failure. Results showed shear strength increased significantly with CFRP sheets. Orienting the sheets at 45 degrees was most effective. The literature review discussed previous research on using CFRP to strengthen beams in flexure and shear. Parameters like CFRP amount and configuration affected failure modes and structural performance.
Tabitha G presents on retrofitting existing structures using fibre reinforced polymer (FRP) composites. FRP composites involve reinforcing fibres like carbon, glass or aramid embedded in a polymer resin matrix. Retrofitting techniques involve bonding the FRP composites to the exterior of structures to improve their strength. The process involves surface preparation, applying the FRP laminates, and curing. FRP retrofitting provides benefits like increased strength, corrosion resistance and durability. It can be used to reinforce structures in transportation, construction, marine and other fields, though specialized skills are required and it may not be suitable for all structures.
The document summarizes a student's thesis proposal on fabricating and comparing the mechanical properties of hybrid glass fiber reinforced plastic (GFRP) composites using epoxy resin with and without epoxy modifiers. The objectives are to fabricate GFRP using hand lay-up with epoxy resin and glass fibers with and without titanium dioxide modifier, and test the tensile, flexural, and shear strengths of the materials. Literature on using epoxy modifiers to improve mechanical properties of epoxy/fiber composites and vibration assisted machining of carbon fiber composites is reviewed. The methodology involves fabricating GFRP with and without modifiers, mechanical testing, and comparing results.
No. 3 & 5 gough hill path rbl 1169 the peakbumatech
This document discusses the use of EXTREN® fiberglass structural shapes as trellises on the exterior walls of buildings. The trellises provide supportive structures for creeping plants and vines to grow on, blending the artificial walls into the surrounding natural greenery. EXTREN® was chosen for its strength, lighter weight than metal, and resistance to weathering. Its olive green color also allowed it to naturally blend in without modification.
IRJET- Experimental Investigation on Mechanical Splices in Fiber Reinforc...IRJET Journal
The document discusses an experimental investigation on the use of mechanical splices and basalt fibers in fiber reinforced concrete beams. Mechanical splices are more reliable than traditional lap splices as they do not depend on bond with concrete to transfer loads. Basalt fibers are added to concrete in percentages from 0-1.5% to study their effect on the compressive, tensile, and flexural strength of the concrete. Beams made with different basalt fiber contents and spliced with mechanical couplers or laps are tested to determine their strength properties. The results provide data on the optimum basalt fiber dosage for improved concrete strength.
This document discusses strengthening concrete beams using fiber reinforced polymer (FRP). It begins with an introduction to FRP, including its history and advantages over traditional materials. Methods of strengthening beams for flexure using externally bonded FRP are then described. Design considerations like failure modes, stress-strain relationships, and ensuring bond are discussed. Strengthening calculations and variables in FRP composite design are also covered at a high level.
Guardian Eco Guard Pattern Anti Reflective Solar GlassSam Malty
Guardian Industries has developed EcoGuard Pattern AR glass to optimize sunlight transmission for photovoltaic module applications. The glass uses Guardian's high-performance EcoGuard Pattern glass combined with a specially designed anti-reflective coating to maximize sunlight energy capture. Testing shows EcoGuard Pattern AR can increase module output by up to 5% compared to uncoated glass. As a global manufacturer of glass and coatings, Guardian is committed to providing innovative solar energy solutions and optimizing customers' energy costs.
FRP (fiber reinforced polymers) are a composite material made of fibers encapsulated in a polymer resin matrix. They are used for structural strengthening and repair in construction. FRP provides high tensile strength along the fiber orientation and the resin provides stability, shear strength, and bonding to the substrate. Common fiber types include carbon, glass, and aramid. FRP has advantages over conventional repair methods as it is lightweight, corrosion resistant, and can be applied in occupied spaces. Applications include seismic retrofitting of columns, beams and walls, repairing deteriorated concrete, and strengthening structures like bridges and industrial facilities. FRP installation involves surface preparation, applying primer, saturating fabric with resin, and allowing it to cure. FRP
MBrace is a composite strengthening system that uses carbon fiber sheets bonded to concrete structures with epoxy resin to improve their strength and durability. It has advantages over traditional strengthening techniques like steel plating in that it is lighter, easier to install, and does not change the structure's original alignment. The multi-step MBrace installation process involves surface preparation, application of epoxy primer and saturant, attaching pre-saturated carbon fiber sheets, and optional protective topcoating. MBrace increases structures' load-bearing capacity, ductility, blast resistance, and can be used to retrofit beams, columns, walls, and other elements.
IRJET- Experimental Analysis of Deep Beam Strengthened by Glass Fiber Reinfor...IRJET Journal
This document summarizes an experimental study on strengthening reinforced concrete deep beams using glass fiber reinforced polymer plates. Two sets of deep beams were fabricated and tested. Set I included control beams and beams strengthened in flexure using continuous GFRP sheets. Set II included control beams and beams strengthened in shear using continuous GFRP sheets. The beams were tested under two-point static loading and experimental data on load and failure modes was obtained. The study aimed to analyze the flexural and shear behavior of reinforced concrete deep beams strengthened with externally bonded GFRP plates.
This document provides an overview of fiber reinforced polymer (FRP) composites, including common fiber and resin types, manufacturing processes, applications, and FDOT specifications and initiatives. It describes pultrusion and vacuum infusion as the predominant manufacturing processes, lists national design specifications, and outlines accepted FDOT applications such as structural shapes, reinforcing bars, prestressing strands, and bridge projects using FRP composites.
Fiber Reinforced Composites - An Overview.pptSANTHOSH M.S
This document provides an overview of fiber reinforced composites (FRC). It begins with an introduction to FRCs, which are composite materials made of a polymer matrix reinforced with fibers, most commonly glass, carbon, or aramid fibers. The document then covers the classification of FRCs based on matrix type, fiber types, manufacturing processes like hand layup and filament winding, curing processes, potential defects, and mechanical properties testing including tensile, flexural, shear, fatigue, and impact properties. Finally, applications of FRCs are discussed such as use in the aerospace, automotive, marine, and construction industries.
The document discusses the history and applications of fiber reinforced polymers (FRP) composites. It provides details on FRP manufacturing processes, materials, mechanical properties, design considerations, advantages, challenges, and the future of FRP technology. The document contains information on various FRP applications in infrastructure such as bridges, as well as recommendations to advance the use of FRP composites.
Fiber-reinforced polymer (FRP) composites are typically made of fibers like glass, aramid, or carbon in a polyester or vinyl ester resin matrix. FRP bars are being researched to replace steel reinforcement in concrete as steel is susceptible to corrosion which reduces the lifespan of concrete structures. FRP composites are corrosion resistant, lightweight, and strong. They offer easy construction and handling and have applications in new FRP bridge decks, concrete decks with FRP rebar, and strengthening existing structures. However, FRP composites are still under testing and research as connections are difficult and the fibers cannot be easily bent in the field without losing strength. More design work is needed for this material.
FIBRE REINFORCED PLASTIC (FRP) & SYNTHETIC RUBBERChandana R
Fiber reinforced plastic (FRP) is a composite material made of a polymer matrix reinforced with fibers. The fibers, which are usually glass, carbon, basalt or aramid, increase the strength and stiffness of the polymer. FRP has high strength-to-weight ratio, corrosion resistance, and design flexibility. It is used in applications like pipes, walkways, and construction where these properties are beneficial. However, FRP has low strength perpendicular to the fibers and complex manufacturing requirements.
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.
This document discusses composite material repair methodologies. It begins by defining a composite material as one made of two or more materials with different properties combined to produce a new material with unique characteristics. It then discusses some common applications of composite materials in airplanes. The main types of composite damage on airplanes are then outlined, such as impact damage, erosion, scratches, and damage through the full structure. Various repair techniques are presented, including non-patching methods like resin infusion as well as patching methods like bonded external patches and bonded scarf patches. Equipment used for repairs like vacuum bags are also depicted. Finally, the document concludes that reliable repair methods are necessary to restore structural integrity to composite materials increasingly used in aircraft.
IRJET- Improving Structure Integrity with Fibre Reinforced ConcreteIRJET Journal
The document discusses fibre reinforced concrete (FRC), which involves adding small fibres to concrete to improve its properties. Steel fibre reinforced concrete is the most common type of FRC. It improves tensile strength, flexural strength, impact resistance, ductility, and crack control compared to normal concrete. Test results showed compressive strength increased up to 25% and flexural strength increased over 100% with the addition of fibres like steel. While fibres improve properties, they are not a replacement for steel reinforcement in structural applications. FRC is useful as a supplementary material to improve performance.
The document discusses EJOT's DELTA PT fastener for use in thermoplastics. It summarizes the key benefits of DELTA PT fasteners as providing predictable performance improvement through (1) minimal radial tension, high clamp loads, and increased fatigue durability due to its optimized flank angle and thread design. (2) It also allows for clamp load oriented engineering and long joint lifetime through its prognosis program and resistance to hydrogen embrittlement. (3) DELTA PT fasteners further improve applications for plastics through new fields of use, reduced fastener size, and cost and weight savings.
IRJET- Design Optimization of Snap Fit Feature of Lock Plate to Reduce its In...IRJET Journal
This document presents a study to optimize the design of a snap fit feature on a lock plate to reduce its installation force. The current design's installation force exceeded human ergonomic limits. The researchers used design of experiments (DoE) methodology to determine which geometric parameters of the snap fit significantly affected installation force. They identified angle of the snap, entry width, and their interactions as most significant. Finite element analysis was used to test different parameter combinations from the DoE. Statistical analysis identified the optimal parameter levels to achieve an installation force under 44N. The optimized design was confirmed to have an installation force of 40.68N, within the ergonomic limit.
The document provides information on board technologies from F-One Kites in 2012. It discusses various core materials and designs used in their boards, including wood core, direct drive technology, dynamic flex, twist control/carbon, concave shaping, and unibox fin systems. New boards for 2012 focused on optimizing shape, rigidity, weight distribution, and ride performance through developments like progressive V bottoms, inverted rails, and bamboo construction.
The document summarizes Expro Connectors' workshop presentation at an offshore wind and marine energy conference in Bilbao, Spain on February 28, 2012. Expro Connectors provides market-leading subsea power and data connection systems for offshore oil and gas as well as renewable energy applications such as wind, wave and tidal. They have over 32 years of experience in offshore oil and gas and a dedicated renewables division developing high and low voltage connector solutions for renewable energy projects.
Design Optimization of Connector Secondary Latch to Avoid Failure in Automoti...IRJET Journal
This document presents a design optimization study of the independent secondary lock (ISL) mechanism in automotive connectors to reduce stress and strain failures. Various latch profiles were evaluated using finite element analysis to minimize logarithmic strain and von Mises stress at the hinged junction. Simulation results showed that a circular hinge profile design in Option 3 exhibited significantly reduced strain and better stress distribution compared to the original design, reducing the occurrence of crack marks. Physical testing of the optimized design validated the simulation results and showed improved durability and reliability of the electrical connections.
Recent advances in orthodontic wires /certified fixed orthodontic courses by ...Indian dental academy
The Indian Dental Academy is the Leader in continuing dental education , training dentists in all aspects of dentistry and offering a wide range of dental certified courses in different formats.
Indian dental academy provides dental crown & Bridge,rotary endodontics,fixed orthodontics,
Dental implants courses.for details pls visit www.indiandentalacademy.com ,or call
0091-9248678078
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Review on Shear Strengthening of Rc Deep Beams with OpeningsIRJET Journal
This document reviews research on strengthening reinforced concrete deep beams with openings. It discusses two approaches: internal strengthening by adding steel reinforcement near openings, and external strengthening by attaching fibre-reinforced polymer layers around openings. The review examines literature on testing different strengthening materials and configurations. It also investigates failure modes like debonding between fibre layers and concrete, and introduces mechanical anchoring systems to prevent debonding.
The document presents a simulation and analysis of steel and composite leaf springs by varying the thickness. A composite leaf spring model is created in ANSYS and tested under a 300kg load. The deflection and stresses are compared to those of a conventional steel leaf spring. The results show that the composite leaf spring has lower deflection and stresses compared to the steel spring, and increasing the composite thickness further lowers the deflection and stress. In conclusion, the composite leaf spring can reduce weight by 75% compared to steel while maintaining sufficient strength for the application.
This document provides guidance on proper cable care and maintenance to reduce downtime in surface mining operations. It discusses how cables commonly fail due to excessive tension, mechanical damage, current overload, and improper splicing. Following procedures like choosing appropriately rated cables, avoiding excess tension and damage, using proper splicing techniques, and educating personnel can reduce cable-related downtime by over 50%. Maintaining failure records and educating staff on cable limitations and proper practices are key aspects of an effective cable maintenance program.
FEA OF DIFFERENT CONFIGURATIONS OF RECTANGULAR HOLLOW FLANGE CHANNEL BEAM (RH...IRJET Journal
This document discusses the finite element analysis of different configurations of rectangular hollow flange channel beams with and without web openings. The study aims to determine the optimal design by evaluating different combinations of web and flange thicknesses. Results show that a beam with a 135mm web height and a 67.5mm diameter web opening experienced less stress compared to other configurations without openings. Additionally, a rectangular hollow flange configuration performed better than a lipped channel beam design. The document concludes that parameters like inner bent radius and bearing length influence stress concentrations, and a rectangular hollow flange channel beam is a structurally efficient design.
A REVIEW ON BEHAVIOR OF CONTINUOUS RC BEAMS HAVING WEB OPENINGS STRENGTHENED ...IRJET Journal
This document reviews research on strengthening continuous reinforced concrete (RC) beams with fiber reinforced polymer (FRP) sheets that have web openings. FRP sheets are used to strengthen beams around web openings to improve strength and stiffness. Studies have shown that wrapping FRP, such as carbon FRP (CFRP), around web openings can increase beam capacity and ductility. Finite element analysis confirms that FRP wrapping leads to better structural performance. Larger web openings reduce beam strength more than smaller openings, and minimizing opening size increases strength. FRP is an effective technique for strengthening RC beams with web openings.
IRJETI Comparison of RC Beam-Column Joint with GFRC Beam-Column Joint using S...IRJET Journal
This study compares reinforced concrete (RC) beam-column joints to glass fiber reinforced concrete (GFRC) beam-column joints using finite element analysis in ANSYS. A corner beam-column joint from a two-story building was modeled in SolidWorks and analyzed in ANSYS under 10 N/mm and 20 N/mm loads. The GFRC joint showed significantly less deformation than the RC joint, with deformations reduced by 4-6% when using GFRC. Therefore, using GFRC can improve joint performance by reducing deformations.
This document provides an introduction to fibre reinforced concrete (FRC). It discusses the benefits of FRC such as improved tensile strength and ductility. It also outlines different types of fibres that can be used, factors that affect the properties of FRC like fibre type and volume, and applications of FRC such as overlays and precast products. Current developments in FRC including high fibre volume microfibre systems and slurry infiltrated fibre concrete are also mentioned.
Design and analysis of composite leaf spring for TATA 407 truckIRJET Journal
This document summarizes a study on designing and analyzing a composite leaf spring for a Tata 407 truck to reduce weight. It discusses:
1) Conducting a static analysis of various composite materials (carbon epoxy, Kevlar epoxy, E-glass epoxy) and comparing them to structural steel.
2) Carbon epoxy showed the lowest deflection under load and highest weight reduction compared to steel (77.07%), making it the best material.
3) Load-deflection, stress, strain, and energy absorption graphs showed carbon epoxy performed similarly to steel but was lighter.
4) Replacing the steel leaf spring with a carbon epoxy composite could significantly
Design and analysis of composite leaf spring for TATA 407 truck
Flex Connection Brochure V3
1. Improved torque
connection
design
8909 Jackrabbit Road Houston, Texas 77095
P 281.855.3200 www.axonep.com
to push
the limits of
performance
CONNECTION
2. Reduced Connection Connection Increased
What is FLEX™ Enhanced Torque Capacity Rapid Make-Up Torque Stiffness and Peak Stress Wear Life
The FLEX™ Connection is a ground breaking innovative dual shoulder drillpipe The FLEX™ connection provides the The FLEX™ Connection takes advantage The combination of multiple starts, The FLEX™ Connection having an
connection that is revolutionary in its design. Its’ thread profile is a novel capability to reach maximum torques of multiple thread starts within its design large leads, and thread form allow the increased Tool Joint / Drillpipe Torsional
approach in merging old technology with the latest technology to evolve from while still maintaining a streamline to reduce the amount of revolutions FLEX™ Connection to retain smaller Ratio of 1.2 allows the connection a
the traditional redundant method of design. It is a new proprietary improved geometric design. required to make-up the connection to outer dimensions and larger internal significant reduction in OD wear before
torque connection designed to push the limits of performance on a double its recommended make-up torque. This dimensions creating a reduction in reaching a premium OD that is equal to
shoulder tool joint connection in torque, tension, and fatigue performance Torque capacities average 10% - 150% turns to make-up throughout the design Tool Joint and Connection Stiffness that of the pipe body 80% torsional
along with rapid make-up speed. greater than API connections and 10% - varies from 2.1 to 3.2 turns depending from 23%-51% from conventional tool strength. This is ½” to 1” outer diameter
71% greater than most proprietary double on the size of the connection. joint connections. Large radii on the wear reduction from the connections
The FLEX™ Connection’s multi-surface contact load flanks allow the design shoulder proprietary connections of the thread roots aid in decreasing the new outer diameter.
to reach further into the realm of a truly enhanced performance tool joint same dimensions. connection stiffness reducing the
connection. With its trapezoidal proprietary thread profile, and dual shoulder peak stresses within the connection
design, this innovative connection is capable of reaching increased torques associated with bending loads, thus
while still maintaining a streamline geometric design. allowing for a long fatigue life.
The FLEX™’s Connection enhanced critical cross-sectional areas , additional
load flank areas, and shoulder contact areas create a unique design that
increases the mechanical properties of the connection over other designs.
F L E X C O N N E C T I O N C O M PA R I S O N
The FLEX™ Connection also takes advantage of 135ksi specified material yield
strength (SMYS) to further increase the performance of the connection design. TUBE BODY TOOL JOINT
Size OD Nominal Wall Nominal ID Upset Grade Torsional Yield Tensile Yield Connection Outside Inside Torsional Yield Tensile Yield Make-up Torsional Pin Tong Box Tong Connection Tool Joint
The FLEX™ Connections’ trapezoidal thread form design allows for a large root in. Weight Thickness in. Type Strength ft-lbs Strength lbf Type Diameter Diameter Strength ft-lbs Strength lbf Torque ft-lbs Ratio Tool Space Space Stiffness in4 Stiffness in4
lbs/ft in. in. in. Joint to Pipe in. in.
surface area, which reduces peak stresses within the connection, reduces
connections stiffness, and increases fatigue resistance. 4 14.00 0.330 3.340 IU S135 41,900 513,600 FLX389 4 7 /8 2 11/16 50,500 671,400 30,300 1.21 12 15 19.2 25.2
14.00 0.330 3.340 IU S135 41,900 513,600 NC38 4 7 /8 2 9/16 20,194 842,400 13,980 0.48 9 12 25.1 25.6
14.00 0.330 3.340 IU S135 41,900 513,600 NC40 5 1 /2 2 9/16 28,100 838,300 14,600 0.67 9 12 41.7 42.8
Designed for Performance 4 1/2 16.60 0.337 3.826 IEU S135 55,500 595,000 FLX460 6 3 9/16 75,800 951,900 45,500 1.37 12 15 43.5 55.7
–––––––––––––––––––––––––––– 16.60 0.337 3.826 IEU S135 55,500 595,000 NC46 6 1 /4 2 3 /4 44,900 1,183,900 23,200 0.81 9 12 71.1 72.1
Enhanced Torque Capacity
––––––––––––––––––––––––––– 5 19.50 0.362 4.276 IEU S135 74,100 712,100 FLX500 6 1 /4 3 1 /2 95,000 1,135,900 57,000 1.28 12 15 54.2 67.5
19.50 0.362 4.276 IEU S135 74,100 712,100 FLX522 6 5 /8 3 9/16 113,800 1,323,100 68,300 1.54 12 15 71.5 86.7
Rapid Make-Up Torque 19.50 0.362 4.276 IEU S135 74,100 712,100 NC50 6 5 /8 2 3 /4 63,400 1,551,700 32,900 0.86 9 12 90.4 91.8
–––––––––––––––––––––––––––
Connection Increased 5 1/2 21.90 0.361 4.778 IEU S135 91,300 786,800 FLX551 6 5 /8 4 1 /4 92,200 1,071,100 55,300 1.01 12 15 60.7 78.5
Wear Life 21.90 0.361 4.778 IEU S135 91,300 786,800 5-1/2 FH 7 1 /4 3 1 /2 72,500 1,619,200 37,400 0.79 10 12 124.4 128.3
–––––––––––––––––––––––––––
5 1/2 24.70 0.415 4.670 IEU S135 101,800 895,000 FLX579 7 1 /8 4 5/16 132,700 1,394,900 79,600 1.30 12 15 90.0 109.5
Extended Fatigue 24.70 0.415 4.670 IEU S135 101,800 895,000 5-1/2 FH 7 1 /2 3 1 /4 80,400 1,778,300 41,200 0.79 10 13 146.0 149.8
Performance
––––––––––––––––––––––––––– 6 5/8 27.70 0.362 5.901 IEU S135 137,300 961,600 FLX691 8 1 /4 5 1 /2 153,300 1,562,200 92,000 1.12 12 15 147.6 182.5
Reduced Connection 27.70 0.362 5.901 IEU S135 137,300 961,600 6-5/8 FH 8 1 /2 4 1 /4 109,200 2,102,300 56,100 0.80 10 13 237.3 240.2
Stiffness and Peak Stress
7 5/8 33.0 0.430 6.765 IEU S135 214,900 1,312,100 FLX691 8 1 /4 5 1 /2 153,300 1,562,200 92,000 0.71 12 15 147.6 182.5
–––––––––––––––––––––––––––
Larger ID for Improved
Hydraulics
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