Relevant bibliographies by topics / Fiber Reinforced Plastic (FRP)

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Fiber Reinforced Plastic (FRP)'

Author: Grafiati
Published: 6 September 2023

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Journal articles on the topic "Fiber Reinforced Plastic (FRP)"

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Wargadinata, Arijanto Salmoen. "FRP (FIBER REINFORCED PLASTIC0 SEBAGAI BAHAN DASAR PRODUK DESAIN." Jurnal Dimensi Seni Rupa dan Desain 2, no. 2 (April 5, 2016): 57–76. http://dx.doi.org/10.25105/dim.v2i2.1263.

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AbstrakFrp dikenal sebagai produk material yang saat ini banyak dipakai untuk material dasar beraneka ragam produk yang ada. FRP merupakan kepanjangan dari Fiber Reinforced Plastic , yaitu sebuah komposit yang terdiri dari serat (fiber) dan matriks (resin). Sangat perlu kita ketahui jenis dan sifat fiber yang digunakan , demikian pula sifat plastik sebagai pengikatnya . Dlam paparan ini jenis fiber, sifatnya demikian pula jenis plastik beserta sifatnya merupakan bahsan yang penting untuk dikuasai. Tidaklah salah dan berkelebihan apabila penulis mengajak bersama-sama para pembaca untuk mendalami komposit dari jenis FRP ini untuk meningkatnya kualitas produk yang kita desain. AbstractFRP is known as a material product currentlly used as a raw material for producing various products. FRP stands for Fiber Reinfirces Palstic as a composite of the fiber and resin. It is important to know the type and character of fiber and plastic as the binding agent. The type and character of both fiber and plastics are essential sucject to master through this paper.
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Seshanandan, G., D. Ravindran, and T. Sornakumar. "Effect of Nano Aluminum Oxide Fillers on the Properties of FRP Polymer Matrix Composites." Applied Mechanics and Materials 787 (August 2015): 612–16. http://dx.doi.org/10.4028/www.scientific.net/amm.787.612.

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Fiber reinforced plastics are composite materials made of polymer matrix reinforced with fibers. Fiber reinforced plastics find increased applications in automotive, marine, aerospace and construction industries. The objective of the present work is to study the effect of nano aluminum oxide fillers on the properties of glass fiber reinforced plastics. The glass fiber reinforced plastic specimens were manufactured with glass fiber chopped strand mat, polyester resin and nano aluminum oxide fillers by the hand layup technique. The nano aluminum oxide fillers are incorporated in different weight ratios in the fiber reinforced plastics and the mechanical properties were evaluated.
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Shen, De Jun, Zi Sheng Lin, and Yan Fei Zhang. "Study on the Mechanical Properties of Carbon Fiber Composite Material of Wood." Advanced Materials Research 1120-1121 (July 2015): 659–63. http://dx.doi.org/10.4028/www.scientific.net/amr.1120-1121.659.

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through the use of domestic carbon fiber cloth and combining domestic fast-growing wood of Larch and poplar wood, the CFRP- wood composite key interface from the composite process, stripping bearing performance, Hygrothermal effect, fracture characteristics and shear creep properties to conducted the system research . Fiber reinforced composite (Fiber Reinforced Plastic/Polymer, abbreviation FRP) material by continuous fibers and resin matrix composite and its types, including carbon fiber reinforced composite (Carbon Fiber Reinforce Plastic/Polymer, abbreviation CFRP), glass fiber reinforced composite (Glass Fiber Reinforced Plastic/Polymer, abbreviation GFRP) and aramid fiber reinforced composite (Aramid Fiber Reinforced Plastic/Polymer, abbreviation AFRP). PAN based carbon fiber sheet by former PAN wires, PAN raw silk production high technical requirements, its technical difficulty is mainly manifested in the acrylonitrile spinning technique, PAN precursor, acrylonitrile polymerization process with solvent and initiator ratio. Based on this consideration, the subject chosen by domestic PAN precursor as the basic unit of the CFRP as the object of study.
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Kasimzade, A., and S. Tuhta. "Analytical, Numerical and Experimental Examination of Reinforced Composites Beams Covered with Carbon Fiber Reinforced Plastic." Journal of Theoretical and Applied Mechanics 42, no. 1 (March 1, 2012): 55–70. http://dx.doi.org/10.2478/v10254-012-0004-1.

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Analytical, Numerical and Experimental Examination of Reinforced Composites Beams Covered with Carbon Fiber Reinforced PlasticIn the article, analytical, numerical (Finite Element Method) and experimental investigation results of beam that was strengthened with fiber reinforced plastic-FRP composite has been given as comparative, the effect of FRP wrapping number to the maximum load and moment capacity has been evaluated depending on this results. Carbon FRP qualitative dependences have been occurred between wrapping number and beam load and moment capacity for repair-strengthen the reinforced concrete beams with carbon fiber. Shown possibilities of application traditional known analysis programs, for the analysis of Carbon Fiber Reinforced Plastic (CFRP) strengthened structures.
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Ning, Xinguo, and Michael R. Lovell. "On the Sliding Friction Characteristics of Unidirectional Continuous FRP Composites." Journal of Tribology 124, no. 1 (May 22, 2001): 5–13. http://dx.doi.org/10.1115/1.1398295.

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By applying a closed-form analytical solution Hwu and Fan (1998) for an anisotropic half-plane, the contact characteristics of unidirectional continuous fiber-reinforced plastic (FRP) composites are investigated. The particular condition of a rigid parabolic cylinder in normal sliding contact with the composite is evaluated. The influence of FRP composite matrix material, friction coefficient, fiber material, fiber orientation, and fiber volume fraction on the surface contact pressure are determined and evaluated by comparison to published experimental data and results from the finite element method. From the analytical results, several important trends for the contact characteristics of fiber-reinforced plastics are ascertained and discussed with respect to the wear and design-ability of FRP materials.
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Dong, Chen Song. "Experimental Study on Strengthening of Steel Structures with Fiber Reinforced Plastic." Advanced Materials Research 275 (July 2011): 239–42. http://dx.doi.org/10.4028/www.scientific.net/amr.275.239.

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An experimental study on the strengthening of steel structures with FRP (Fiber Reinforced Plastic) is presented in this paper. Test coupons were prepared by applying FRP patches on both sides of steel coupons. Standard tensile tests were conducted to the test coupons. Two types of CFRP (Carbon Fiber Reinforced Plastic) and one type of GFRP (Glass Fiber Reinforced Plastic) were studied. The load and strain data were recorded, and the stiffness and strength were derived. The results show that CFRP provides better strengthening than GFRP, but there is no significant difference between PAN graphite/epoxy and pitch graphite/epoxy laminates.
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Li, Yeou Fong, and Shu Ting Kan. "The Mechanical Behavior of the Hybrid FRP Beam." Advanced Materials Research 365 (October 2011): 119–24. http://dx.doi.org/10.4028/www.scientific.net/amr.365.119.

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This paper presents the mechanical behaviors of hybrid fiber reinforced plastic (HFRP) composite beams. There are two methods were proposed to increase the stiffness of pultruded glass fiber reinforced plastic (GFRP) beam and change the failure mode. The first method is to infill the epoxy mortar into the GFRP beam. The second method is hand layout the GFRP beam by using carbon fiber with different direction fibers to increase the stiffness of the GFRP beam. Three-point bending test was conducted to obtain the force-displacement relationship, stiffness, failure strength and failure mode of the GFRP beams. The test results show that the stiffness of GFRP beam filled with epoxy mortar is twice larger than GFRP beam.
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Chen, Chuanxiang, Zhenyu Wang, and Wei Zhou. "Experimental investigation on axial compressive behavior of fiber reinforced polymer-reinforced concrete columns confined with external fiber reinforced polymer jackets." Advances in Structural Engineering 25, no. 1 (October 15, 2021): 14–27. http://dx.doi.org/10.1177/13694332211026225.

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An innovative glass fiber reinforced polymer (GFRP) closed-type winding (GFRP-CW) tie was developed to eliminate the bond slip failure and make full use of the tensile strength of ties compared with conventional pultruded fiber reinforced polymer (FRP) rod ties. Although better confinement effect of GFRP-CW ties, however after spalling of concrete cover, the compressive longitudinal FRP bars in the plastic hinge regions of columns are most likely to crush or buckle. External FRP jackets can effectively restraint damage to concrete cover. Against this background, a novel FRP-reinforced concrete column confined with external FRP jackets and the internal GFRP-CW ties were proposed to prevent the FRP bars from premature buckling or crushing. In this article, twelve square new columns were constructed and tested to characterize the axial compressive behavior. The test parameters included FRP wrapping type (GFRP or carbon fiber reinforced polymer (CFRP)), FRP wrapping layers, and spacing of ties. Test results confirmed that FRP-reinforced concrete columns with external FRP jackets had significantly larger ductile behavior and exhibited higher load-carrying capacity than their counterparts FRP-reinforced concrete columns due to the contribution of longitudinal GFRP bars and the concrete cover. The test results also suggested reasonable spacing of ties and layers of GFRP jackets for an expected moderate confinement behavior.
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Srikumar, Biradar, Joladarshi Sharnappa, and S. M. Kulkarni. "FE Analysis of FRP Pressure Vessel." Key Engineering Materials 801 (May 2019): 77–82. http://dx.doi.org/10.4028/www.scientific.net/kem.801.77.

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In this paper the main focus is on analyzing the effect of various parameters like winding angle, winding pattern and fiber volume fraction on the stresses generation in a composite pressure vessel using Finite Element (FE) approach. The present study makes use of three different composite materials namely GFRP (Glass Fiber Reinforced Plastic), CFRP (Carbon Fiber Reinforced Plastic) and AFRP (Aramid Fiber Reinforced Plastic). Further they are compared with metallic pressure vessel (LCS-Low Carbon Steel, Al 6061-T6-Aluminium 6061-T6) to assess their potentiality as a substitute to metallic pressure vessels. Based on Maximum Specific Stress (MSS) results observations it is concluded that optimum parameters suggested for fabrication of pressure vessel are winding angle ±55o, fiber volume fraction, Vf of 0.55 and winding pattern of ((±∅°2)/90°2/(±∅°2)). Following AFRP, CFRP and GFRP provides better performance when compared with LCS and Al 6061 T6 based on MSS value. Considering the availability, cost and application factors it can be concluded that GFRP can be conveniently used as substitute for metallic pressure vessels.
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Xu, An Chang, and Li Min Bao. "Manufacture of Fabric Reinforced Thermoplastic Composites with High Fiber Volume Fraction." Advanced Materials Research 796 (September 2013): 301–5. http://dx.doi.org/10.4028/www.scientific.net/amr.796.301.

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In fiber reinforced thermosetting plastic (FRP) the fiber volume fraction is always up to 60 percent, but in fiber reinforced thermoplastic (FRTP) it is low to about 30 percent which greatly limit their performance. In this paper, for increasing the fiber volume fraction of thermoplastic composite, a new impregnation method for molding continuous fiber reinforced thermoplastic was explored; the fiber volume fraction was significantly raised to 60 percent which is equal to that of FRPs. Then the tensile property was investigated and made a contrast with FRP with the same reinforcement fiber. The results showed that both the FRP and FRTP composites have the similar tensile properties and indicated that the molding method is effective for FRTP manufacture.
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Dissertations / Theses on the topic "Fiber Reinforced Plastic (FRP)"

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Desjarlais, Justin J. "An Examination of Crack Growth in Wood-FRP Bonds." Fogler Library, University of Maine, 2007. http://www.library.umaine.edu/theses/pdf/DesjarlaisJJ2007.pdf.

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Soong, Wai How. "Bonding between the concrete and Fiber Reinforced Plastic, FRP, rods." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/MQ62851.pdf.

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Hu, Shenghua, and 胡盛华. "FRP-strengthened RC slabs anchored with FRP anchors." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2011. http://hub.hku.hk/bib/B47849800.

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Existing reinforced concrete (RC) structure can be strengthened upon the addition of externally bonded high-strength light-weight fibre-reinforced polymer (FRP) composites. An abundance of research over the last two decades has established the effectiveness of the externally bonded FRP via extensive experimental testing. Perhaps the most commonly occurring failure mode though is premature debonding of the FRP and debonding generally occurs at strains well below the strain capacity of the FRP. Debonding failures are undesirable as they are typically brittle and represent an under-utilisation of the FRP material. A straightforward means to prevent or at least delay debonding is by the addition of mechanical anchors, however, research to date on anchors is extremely limited. Of the various anchor concepts examined to date by researchers, this dissertation will focus on anchors made from FRP which are herein referred to as FRP anchors. The details and results of a program of research on the performance of FRP anchors in FRP-strengthened structures are presented in this dissertation. An extensive review of exiting literature helps establish knowledge gaps which serve to justify the need and the scope of the research reported herein. A novel bow-tie FRP anchor concept is then proposed and tested in smaller-scale single-shear FRP-to-concrete joint assemblages as well as larger-scale simply-supported FRP-strengthened RC slabs. The anchors are shown to increase the strength and slip capacity of the joints by up to 41 % and almost 600 %, respectively, in comparison with unanchored control joints. The anchors are then shown to increase the load and deflection capacity of slabs by 30 % and 110 %, respectively, above an unanchored control slab. In addition to strength, it is the ability of FRP anchors to introduce deformability into FRP-strengthened RC slabs which is particularly beneficial in order to produce safer structures. An analytical model is then developed which is based on a novel quad-linear moment-curvature response which can capture the complete load-deflection response of the FRP-strengthened slabs anchored with FRP anchors. The analytical modeling approach enables closed-form equations to be derived which can then be used by design engineers to relatively easily construct load-deflections responses and accurately predict member responses. Following the concluding comments for the project as a whole, future research topics of relevance are identified.
published_or_final_version
Civil Engineering
Master
Master of Philosophy
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Krishnaswamy, Vijayarajan. "Durability of nanoclay FRP bars for concrete members." Morgantown, W. Va. : [West Virginia University Libraries], 2006. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4568.

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Thesis (M.S.)--West Virginia University, 2006.
Title from document title page. Document formatted into pages; contains xvi, 204 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 155-158).
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Trimble, Brent Stephen. "Durability and mode-I fracture of fiber-reinforced plastic (FRP)/wood interface bond." Morgantown, W. Va. : [West Virginia University Libraries], 1999. http://etd.wvu.edu/templates/showETD.cfm?recnum=888.

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Thesis (M.S.)--West Virginia University, 1999.
Title from document title page. Document formatted into pages; contains xvi, 192 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 180-183).
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Tung, Wang Kei. "FRP debonding from concrete substrate : theoretical and experimental approach /." View Abstract or Full-Text, 2002. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202002%20TUNG.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2002.
Includes bibliographical references (leaves 109-110). Also available in electronic version. Access restricted to campus users.
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Lau, Tak-bun Denvid. "Flexural ductility improvement of FRP-reinforced concrete members." Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B38907756.

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Littles, Jerrol W. Jr. "Ultrasonic characterization of Fiber Reinforced Polymeric (FRP) composites." Diss., Georgia Institute of Technology, 1996. http://hdl.handle.net/1853/19160.

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Zhang, Huawen, and 张华文. "Influence of FRP anchors on FRP-to-concrete bonder interfaces." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hub.hku.hk/bib/B49799551.

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Existing reinforced concrete (RC) structural members such as beams, columns and joints can be strengthened and repaired with externally bonded high-strength and light-weight fibre-reinforced polymer (FRP) composites. The effectiveness of such strengthening can, however, be limited by premature debonding of the FRP at strains well below the strain capacity of the FRP. Such failures are also generally sudden and give rise to brittle member behavour. It is therefore important to prevent or even delay debonding failure in order for the FRP strengthening to be more effectively and efficiently used. Anchorage of the FRP strengthening is a logical solution and to date several different types of anchorage systems have been developed and tested. Anchors made from FRP, which are herein referred to as FRP anchors, are singled out for deeper inspection in this doctoral program of research. FRP anchors are an attractive form of anchorage as they are non-corrosive, relatively easily made by hand, and can be used in a variety of shaped RC elements ranging from beams to walls. There have been limited systematic studies though conducted on anchorage devices including FRP anchors. This knowledge gap forms the scope of the program of doctoral research reported herein. This dissertation is concerned with investigating the ability of FRP anchors to anchor externally bonded FRP in flexural strengthening applications. This is done by investigating the influence of FRP anchors on FRP-to-concrete bonded interfaces. Following a review of relevant literature, tests on FRP-to-concrete joints anchored with FRP anchors are reported as well as tests on FRP-strengthened RC slabs anchored with FRP anchors. The joint tests are used to investigate and understand the influence of key geometric and material properties such as, but not limited to, anchor type and position as well as plate length. The optimal arrangement of FRP anchors enabled significant increases in FRP plate strain utilisation to be achieved in the joints. Two modelling approaches based on regression analysis as well as partial interaction modelling are developed for the modelling of the joint tests. In the latter method of analysis, the complete debonding process is able to be simulated. The test and modelling results of the joint specimens are then used to design anchorage schemes for application to RC slabs strengthened in flexure with externally bonded FRP plates. The slab test results show the importance of strategic FRP anchor installation for enhancing the strength, ductility and deformability of FRP-strengthened RC slabs. Future research needs are finally presented in light of the outcomes of the experimental and analytical components of the research reported herein.
published_or_final_version
Civil Engineering
Doctoral
Doctor of Philosophy
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Lau, Tak-bun Denvid, and 劉特斌. "Flexural ductility improvement of FRP-reinforced concrete members." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B38907756.

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Books on the topic "Fiber Reinforced Plastic (FRP)"

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Vernon, Scott Derick, ed. FRP pipes and vessels: A survey of the European market and suppliers. Oxford, UK: Elsevier Advanced Technology, 1996.

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Antonio, Nanni, ed. Fiber-reinforced-plastic (FRP) reinforcement for concrete structures: Properties and applications. Amsterdam: Elsevier, 1993.

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American Society of Civil Engineers., ed. Design of fiberglass-reinforced plastic (FRP) stacks. Reston, Va: American Society of Civil Engineers, 2010.

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H, Rizkalla S., Nanni Antonio, and American Concrete Institute, eds. Field applications of FRP reinforcement: Case studies. Farmington Hills, Mich: American Concrete Institute, 2003.

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Sheet Metal and Air Conditioning Contractors' National Association (U.S.), ed. Thermoset FRP duct construction manual. Chantilly, VA (4201 Lafayette Center Dr., Chantilly 20151-1209): Sheet Metal and Air Conditioning Contractors' National Association, 1997.

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Bank, Lawrence Colin. Composites for construction: Structural design with FRP materials. Hoboken, N.J: John Wiley & Sons, 2006.

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Guard, United States Coast, ed. Notes on design, construction, inspection, and repair of fiber reinforced plastic (FRP) vessels. Washington, DC: U.S. Dept. of Transportation, U.S. Coast Guard, 1987.

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G, Teng J., and Hong Kong Polytechnic University. Research Centre for Advanced Technology in Structural Engineering., eds. FRP composites in civil engineering: Proceedings of the International Conference on FRP Composites in Civil Engineering, 12-15 December 2001, Hong Kong, China. Amsterdam: Elsevier, 2001.

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Developments in fiber-reinforced polymer (FRP) composites for civil engineering. Cambridge, UK: Woodhead Publishing Limited, 2013.

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Grace, Nabil F. Environmental/durability evaluation of FRP composite strengthened bridges. Southfield, Mich: Lawrence Technological University, Civil Engineering Dept., 2003.

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Book chapters on the topic "Fiber Reinforced Plastic (FRP)"

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Rath, Jan-Erik, Robert Graupner, and Thorsten Schüppstuhl. "Die-Less Forming of Fiber-Reinforced Plastic Composites." In Lecture Notes in Mechanical Engineering, 3–14. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-18326-3_1.

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AbstractFiber-reinforced plastics (FRP) are increasingly popular in light weight applications such as aircraft manufacturing. However, most production processes of thin-walled FRP parts to date involve the use of expensive forming tools. This especially hinders cost-effective production of small series as well as individual parts and prototypes. In this paper, we develop new possible alternatives of highly automated and die-less production processes based on a short review of current approaches on flexible thin-walled FRP production. All proposed processes involve robot guided standard tools, similar to incremental sheet metal forming, for local forming of the base materials. These include woven glass fiber fabrics which are locally impregnated with thermoset resin and cured using UV-light, woven commingled yarns made out of glass fibers and thermoplastic fibers which are locally heated and pressed, as well as pre-consolidated thermoplastic organo sheets which require selective heating for forming. General applicability of the processes is investigated and validated in practical experiments.
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Hao, Qingduo, Yanlei Wang, and Jinping Ou. "Development Length of Glass Fiber Reinforced Plastic (GFRP)/Steel Wire Composite Rebar." In Advances in FRP Composites in Civil Engineering, 292–95. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_62.

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Ravindran, Lakshmipriya, M. S. Sreekala, and Sabu Thomas. "Natural Fibres—A Potential Bio-reinforcement in Polymers for Fibre Reinforced Plastic (FRP) Structures—An Overview." In Fiber Reinforced Polymeric Materials and Sustainable Structures, 129–37. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8979-7_10.

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Jahangiri, Tohid, Qian Wang, Filipe Faria da Silva, and Claus Leth Bak. "Fiber Reinforced Plastic (FRP) Composite Selection for the Composite Cross-Arm Core." In Lecture Notes in Electrical Engineering, 15–65. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-17843-7_2.

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Nishida, Yuichi, Teruo Kimura, and Katsuji Shibata. "Injection Molding of Fiber Reinforced Plastics by Using Extracted Glass Fiber from FRP Waste." In Advances in Composite Materials and Structures, 533–36. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-427-8.533.

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Gooch, Jan W. "Fiber-Reinforced Plastic." In Encyclopedic Dictionary of Polymers, 301. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_4869.

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Käseberg, Stefan, and Klaus Holschemacher. "Smart CFRP Systems— Fiber Bragg Gratings for Fiber Reinforced Polymers." In Advances in FRP Composites in Civil Engineering, 252–55. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_53.

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Mohamed, Saiful Bahri, Radzuwan Ab Rashid, Martini Muhamad, and Jailani Ismail. "The Carbon Fiber-Reinforced Plastic Project." In Down Milling Trimming Process Optimization for Carbon Fiber-Reinforced Plastic, 29–48. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-1804-7_3.

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Tan, Kiang Hwee. "Impact Resistance of FRP Panels." In Fiber Reinforced Polymer (FRP) Composites for Infrastructure Applications, 123–39. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2357-3_7.

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Carey, N. L., and J. J. Myers. "Discrete Fiber Reinforced Polyurea for Hazard Mitigation." In Advances in FRP Composites in Civil Engineering, 81–84. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_15.

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Conference papers on the topic "Fiber Reinforced Plastic (FRP)"

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"Pultruded FRP Grating Reinforced Concrete Slabs." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/10038.

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"Characteristics of Aramid FRP Rods." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/3858.

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"FRP Dowel Bars in Reinforced Concrete Pavements." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/10040.

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"Should FRP be Bonded to Concrete?" In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/4266.

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"Mechanical Properties of Composite Beams by FRP." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/3922.

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"Lateral Confinement of Concrete Using FRP Reinforcement." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/10035.

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Yang, Yuqing, Wenhua Shu, Xiaoming Luo, Xiang Wen, Jun Si, Ting Zhang, and Huanan Wang. "Comparison About Standards of Fiber-Reinforced Plastic Pressure Vessels Between China and America." In ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65052.

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The paper briefly gives a summary of standard developments on fiber-reinforced plastic pressure vessels home and abroad. The management and basic technical requirements of FRP vessels are presented in the latest edition Chinese code Supervision Regulation on Safety Technology for Stationary Pressure Vessel (TSG 21-2016). Primary contents of China National Standard General Requirements of Fiber Reinforced Plastics Pressure Vessel (draft standard for approval) are introduced. Comparisons and investigations on FRP are conducted based on difference between China National Standard and ASME BPV CODE X -2015 Fiber-Reinforced Plastic Pressure Vessels, focusing on application scope, design qualification, procedure qualification, inspection and so on. The research will lay a solid foundation for Chinese development in the FRP fields in the future.
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8

"Bond Performance of Concrete Members Reinforced With FRP Bars." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/3956.

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"Shear Performance of Concrete Beams Reinforced With FRP Stirrups." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/4138.

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"Research and Development of Grid Shaped FRP Reinforcement." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/4238.

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Reports on the topic "Fiber Reinforced Plastic (FRP)"

1

Poole, M., and M. Gower. Mechanical Characterisation of 3D Fibre-Reinforced Plastic (FRP) Composites. National Physical Laboratory, May 2022. http://dx.doi.org/10.47120/npl.mgpg151.

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Spetsieris, N., and D. Edser. Framework for dynamic uncertainty budget evolution for mode I fracture toughness measurements of fibre-reinforced plastic (FRP) composites: a user’s guide to uncertainty budget calculation tool. National Physical Laboratory, June 2022. http://dx.doi.org/10.47120/npl.mat104.

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3

Duthinh, Dat. Connections of fiber-reinforced polymer (FRP) structural members:. Gaithersburg, MD: National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6532.

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4

Marshall, Orange S., Marsh Jr., and Charles P. Investigation of Fiberglass-Reinforced Plastic (FRP) Condensate Return Carrier Piping. Fort Belvoir, VA: Defense Technical Information Center, January 1998. http://dx.doi.org/10.21236/ada339572.

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Hastak, Makarand, Daniel Halpin, and TaeHoon Hong. Constructability, Maintainability, and Operability of Fiber Reinforced Polymer (FRP) Bridge Deck Panels. West Lafayette, IN: Purdue University, 2004. http://dx.doi.org/10.5703/1288284313163.

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Riveros, Guillermo, and Hussam Mahmoud. Underwater carbon fiber reinforced polymer (CFRP)–retrofitted steel hydraulic structures (SHS) fatigue cracks. Engineer Research and Development Center (U.S.), March 2023. http://dx.doi.org/10.21079/11681/46588.

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Recent advances in the use of fiber-reinforced polymers (FRP) to retrofit steel structures subjected to fatigue cracks have shown to be a viable solution for increasing fatigue life in steel hydraulic structures (SHS). Although several studies have been conducted to evaluate the use of FRP for retrofitting metal alloys and the promising potential of such has been well-demonstrated, the application has never been implemented in underwater steel structures. This Coastal and Hydraulics Engineering Technical Note presents the implementation of FRP patches to repair fatigue cracks at Old Hickory Lock and Dam miter gate.
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Bell, Matthew, Rob Ament, Damon Fick, and Marcel Huijser. Improving Connectivity: Innovative Fiber-Reinforced Polymer Structures for Wildlife, Bicyclists, and/or Pedestrians. Nevada Department of Transportation, September 2022. http://dx.doi.org/10.15788/ndot2022.09.

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Engineers and ecologists continue to explore new methods and adapt existing techniques to improve highway mitigation measures that increase motorist safety and conserve wildlife species. Crossing structures, overpasses and underpasses, combined with fences, are some of the most highly effective mitigation measures employed around the world to reduce wildlife-vehicle collisions (WVCs) with large animals, increase motorist safety, and maintain habitat connectivity across transportation networks for many other types and sizes of wildlife. Published research on structural designs and materials for wildlife crossings is limited and suggests relatively little innovation has occurred. Wildlife crossing structures for large mammals are crucial for many highway mitigation strategies, so there is a need for new, resourceful, and innovative techniques to construct these structures. This report explored the promising application of fiber-reinforced polymers (FRPs) to a wildlife crossing using an overpass. The use of FRP composites has increased due to their high strength and light weight characteristics, long service life, and low maintenance costs. They are highly customizable in shape and geometry and the materials used (e.g., resins and fibers) in their manufacture. This project explored what is known about FRP bridge structures and what commercial materials are available in North America that can be adapted for use in a wildlife crossing using an overpass structure. A 12-mile section of US Highway 97 (US-97) in Siskiyou County, California was selected as the design location. Working with the California Department of Transportation (Caltrans) and California Department of Fish and Wildlife (CDFW), a site was selected for the FRP overpass design where it would help reduce WVCs and provide habitat connectivity. The benefits of a variety of FRP materials have been incorporated into the US-97 crossing design, including in the superstructure, concrete reinforcement, fencing, and light/sound barriers on the overpass. Working with Caltrans helped identify the challenges and limitations of using FRP materials for bridge construction in California. The design was used to evaluate the life cycle costs (LCCs) of using FRP materials for wildlife infrastructure compared to traditional materials (e.g., concrete, steel, and wood). The preliminary design of an FRP wildlife overpass at the US-97 site provides an example of a feasible, efficient, and constructible alternative to the use of conventional steel and concrete materials. The LCC analysis indicated the preliminary design using FRP materials could be more cost effective over a 100-year service life than ones using traditional materials.
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Acosta, Felipe, and Guillermo Riveros. Repair of corroded steel girders of hydraulic steel structures (HSS) using fiber-reinforced polymers (FRP). Engineer Research and Development Center (U.S.), August 2023. http://dx.doi.org/10.21079/11681/47404.

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Although steel hydraulic structures have a protective system to prevent corrosion, this type of deterioration will eventually occur due to the constant exposure to harsh environmental conditions. There are several techniques that can be implemented to repair corroded steel structural elements. This report presents a numerical study to evaluate the mechanical behavior of corroded steel girders used in hydraulic steel structures and to evaluate several carbon fiber–reinforced polymers (CFRP) layups to repair them. The girders were modeled as simply supported with four-point loading boundary conditions. The corrosion deterioration was modeled as loss in section as 10%, 25%, and 40%. The effectiveness of the deterioration was established based on the level of stresses at the steel compared with the undamaged condition after it is strengthened with CFRP. It was found that CFRP repair is more practical for reducing the stresses at the steel in the shear dominated zone if deterioration is below 25%. At the tensile dominated zone, CFRP is effective for reducing the stresses for deterioration below 40%.
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Pevey, Jon M., William B. Rich, Christopher S. Williams, and Robert J. Frosch. Repair and Strengthening of Bridges in Indiana Using Fiber Reinforced Polymer Systems: Volume 1–Review of Current FRP Repair Systems and Application Methodologies. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317309.

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For bridges that are experiencing deterioration, action is needed to ensure the structural performance is adequate for the demands imposed. Innovate repair and strengthening techniques can provide a cost-effective means to extend the service lives of bridges efficiently and safely. The use of fiber reinforced polymer (FRP) systems for the repair and strengthening of concrete bridges is increasing in popularity. Recognizing the potential benefits of the widespread use of FRP, a research project was initiated to determine the most appropriate applications of FRP in Indiana and provide recommendations for the use of FRP in the state for the repair and strengthening of bridges. The details of the research are presented in two volumes. Volume 1 provides the details of a study conducted to (1) summarize the state-of-the-art methods for the application of FRP to concrete bridges, (2) identify successful examples of FRP implementation for concrete bridges in the literature and examine past applications of FRP in Indiana through case studies, and (3) better understand FRP usage and installation procedures in the Midwest and Indiana through industry surveys. Volume 2 presents two experimental programs that were conducted to develop and evaluate various repair and strengthening methodologies used to restore the performance of deteriorated concrete bridge beams. The first program investigated FRP flexural strengthening methods, with a focus on adjacent box beam bridges. The second experimental program examined potential techniques for repairing deteriorated end regions of prestressed concrete bridge girders. Externally bonded FRP and near-surface-mounted (NSM) FRP were considered in both programs.
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Rich, William B., Robert R. Jacobs, Christopher S. Williams, and Robert J. Frosch. Repair and Strengthening of Bridges in Indiana Using Fiber Reinforced Polymer Systems: Volume 2–FRP Flexural Strengthening and End Region Repair Experimental Programs. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317310.

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For bridges that are experiencing deterioration, action is needed to ensure the structural performance is adequate for the demands imposed. Innovate repair and strengthening techniques can provide a cost-effective means to efficiently and safely extend the service lives of bridges. The use of fiber reinforced polymer (FRP) systems for the repair and strengthening of concrete bridges is increasing in popularity. Recognizing the potential benefits of the widespread use of FRP, a research project was initiated to determine the most appropriate applications of FRP in Indiana and provide recommendations for the use of FRP in the state for the repair and strengthening of bridges. The details of the research are presented in two volumes. Volume 1 provides the details of a study conducted to (i) summarize the state-of-the-art for the application of FRP to concrete bridges, (ii) identify successful examples of FRP implementation for concrete bridges in the literature and examine past applications of FRP in Indiana through case studies, and (iii) better understand FRP usage and installation procedures in the Midwest and Indiana through industry surveys. Volume 2 presents two experimental programs that were conducted to develop and evaluate various repair and strengthening methodologies used to restore the performance of deteriorated concrete bridge beams. The first program investigated FRP flexural strengthening methods, with focus placed on adjacent box beam bridges. The second experimental program examined potential techniques for repairing deteriorated end regions of prestressed concrete bridge girders. Externally bonded FRP and near-surface-mounted (NSM) FRP were considered in both programs.
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