Relevant bibliographies by topics / FRP composite

Contents

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

Academic literature on the topic 'FRP composite'

Author: Grafiati
Published: 4 June 2021
Last updated: 18 February 2022

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Journal articles on the topic "FRP composite"

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Wang, Bachtiar, Yan, Kasal, and Fiore. "Flax, Basalt, E-Glass FRP and Their Hybrid FRP Strengthened Wood Beams: An Experimental Study." Polymers 11, no. 8 (July 29, 2019): 1255. http://dx.doi.org/10.3390/polym11081255.

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In this study, the structural behavior of small-scale wood beams externally strengthened with various fiber strengthened polymer (FRP) composites (i.e., flax FRP (FFRP), basalt FRP (BFRP), E-glass FRP (“E” stands for electrical resistance, GFRP) and their hybrid FRP composites (HFRP) with different fiber configurations) were investigated. FRP strengthened wood specimens were tested under bending and the effects of different fiber materials, thicknesses and the layer arrangements of the FRP on the flexural behavior of strengthened wood beams were discussed. The beams strengthened with flax FRP showed a higher flexural loading capacity in comparison to the beams with basalt FRP. Flax FRP provided a comparable enhancement in the maximum load with beams strengthened with glass FRP at the same number of FRP layers. In addition, all the hybrid FRPs (i.e., a combination of flax, basalt and E-glass FRP) in this study exhibited no significant enhancement in load carrying capacity but larger maximum deflection than the single type of FRP composite. It was also found that the failure modes of FRP strengthened beams changed from tensile failure to FRP debonding as their maximum bending load increased.
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Han, Jie, J. David Frost, and Vicki L. Brown. "Design of Fiber-Reinforced Polymer Composite Piles Under Vertical and Lateral Loads." Transportation Research Record: Journal of the Transportation Research Board 1849, no. 1 (January 2003): 71–80. http://dx.doi.org/10.3141/1849-09.

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Conventional pile materials, such as steel, concrete, and wood, can encounter serious corrosion problems in industrial and marine environments. Deterioration of steel, concrete, and wood piling systems has cost the military and civilian marine and waterfront civil engineering communities billions of dollars to repair and replace. Fiber-reinforced polymer (FRP) composites have desirable properties for extreme environments because they are noncorrosive, nonconductive, and lightweight. Different types of FRP composite piles are currently under research investigation, and some have been introduced to the marketplace. FRP composites have been used as internal reinforcement in concrete piles; as external shells for steel, concrete, and timber piles; and as structural piles such as FRP pipe piles, reinforced plastic piles, and plastic fender piles. The different ways of constituting FRP composite piles result in different behavioral effects. Because FRP structural piles have anisotropic properties, low section stiffness, and high ratios of elastic to shear modulus, they have different behavior in load-displacement relations under vertical and lateral loads. Current design methods for conventional piles were examined to determine the validity for FRP composite piles, and some new design methods specific to FRP structural piles were developed from research work conducted by the authors.
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Dong, Xiao Lin. "Current Situation and Prospect of the Application of FRP in Material Engineering." Advanced Materials Research 898 (February 2014): 375–77. http://dx.doi.org/10.4028/www.scientific.net/amr.898.375.

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The FRP composite material can replace the traditional under certain conditions, the wood structure of steel and reinforced materials, with high strength, light weight, resistance to corrosion and fatigue resistance, temperature stability and good special, because by civil engineeringcircles. This paper introduces the characteristics of FRP composites, the application of FRP composites in civil engineering are discussed, finally, the prospect of FRP materials are introduced.
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Shekar, Vimala, Samer H. Petro, and Hota V. S. GangaRao. "Fiber-Reinforced Polymer Composite Bridges in West Virginia." Transportation Research Record: Journal of the Transportation Research Board 1819, no. 1 (January 2003): 378–84. http://dx.doi.org/10.3141/1819b-48.

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Fiber-reinforced polymer (FRP) composites have been used more often over the past decade than before in new construction as well as in repair of deteriorated bridges. Many of these bridges are on low-volume roads, where they receive very little attention. It is imperative that new bridge construction or repair be long lasting, nearly maintenance free, and as economical as possible. Relative to those factors, FRP composite bridges have been found to be structurally adequate and feasible because of their reduced maintenance cost and limited environmental impact (i.e., no harmful chemicals leaching into the atmosphere with longer service life). In West Virginia, 23 FRP composite bridges have been constructed, among which 18 are built on low-volume roads that have an average daily traffic (ADT) of less than 1,000, including 7 with ADT less than 400. General FRP composite bridge geometry and preliminary field responses are presented as are some of the preliminary construction specifications and cost data of FRP composite bridges built on low-volume roads in West Virginia
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Pantelides, Chris P., Janos Gergely, and Lawrence D. Reaveley. "In-Situ Verification of Rehabilitation and Repair of Reinforced Concrete Bridge Bents under Simulated Seismic Loads." Earthquake Spectra 17, no. 3 (August 2001): 507–30. http://dx.doi.org/10.1193/1.1586186.

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Three in-situ tests were performed on two bents of a reinforced concrete (RC) bridge under quasi-static cyclic loads. The bridge was built in 1963 and did not possess the necessary reinforcement details for ductile performance. The tests included an as-built bent, a bent rehabilitated with carbon fiber reinforced polymer (FRP) composite jackets, and a damaged bent repaired with epoxy injection and carbon FRP composite jackets. Two new concepts of strengthening bridge bents with FRP composites were implemented in this study. The first involves shear strengthening and confinement of a beam cap-column joint through an FRP composite “ankle-wrap.” The second is an FRP composite “U-strap” to improve the anchorage of column longitudinal steel reinforcement extending into the joint. FRP composite jackets were also implemented in the columns and beam cap. An additional rehabilitation measure was that of anchorage of the piles to the pile cap using epoxied high strength steel bars. The performance of the bent in the as-built condition and that of the rehabilitated and repaired bents is described in terms of strength, stiffness, displacement ductility, and energy dissipation.
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Lu, Jin Ping, Kang Hai Tan, and David Zheng. "Strengthening of Column Stump Using Glass Fiber Composite Strengthening System." Advanced Materials Research 1129 (November 2015): 353–60. http://dx.doi.org/10.4028/www.scientific.net/amr.1129.353.

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The durability of concrete structures has long been a concern of many countries, especially in the island country of Singapore, where many structures are constructed along coastal areas. Currently, the durability of concrete under marine conditions can be enhanced by the addition of admixtures, and using high grade concrete. The FRP system has been proven to be one of the effective method to strengthen the concrete structure. The FRP system, which composed of the epoxy and glass fiber was evaluated according to various standard testing methods to get the basic technical information of the FRP system. Concrete columns of high aspect ratio with the size of 420mm x 115mm x 1500mm, 200mm x 200mm x 700mm and 200mm x 300mm x 700mm were wrapped with the FRP system with 3 horizontal wrapping and tested to verify the effectiveness of FPR wrapping. The theoretical calculation by computer model were also performed to estimate the strength gain for comparison with testing results. The results showed that the FRP wrapping for this type of columns can increase the ultimate strength by an average of 31.8%, with a minimum of 24.4% and a maximum of 37.5%.
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Rajchel, Mateusz, and Tomasz Siwowski. "Hybrid Bridge Structures Made of Frp Composite and Concrete." Civil and Environmental Engineering Reports 26, no. 3 (September 26, 2017): 161–69. http://dx.doi.org/10.1515/ceer-2017-0043.

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Abstract Despite many advantages over the conventional construction materials, the contemporary development of FRP composites in bridge engineering is limited due to high initial cost, low stiffness (in case of glass fibers) and sudden composite failure mode. In order to reduce the given limitations, mixed (hybrid) solutions connecting the FRP composites and conventional construction materials, including concrete, have been tested in many countries for 20 years. Shaping the hybrid structures based on the attributes of particular materials, aims to increase stiffness and reduce cost without losing the carrying capacity, lightness and easiness of bridges that includes such hybrid girders, and to avoid the sudden dangerous failure mode. In the following article, the authors described examples of hybrid road bridges made of FRP composite and concrete within the time of 20 years and presented the first Polish hybrid FRP-concrete road bridge. Also, the directions of further research, necessary to spread these innovative, advanced and sustainable bridge structures were indicated.
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Kim, Jae Wook, Kwang Yeoul Shin, Dong Min Ok, Dong Jun An, and Soon Jong Yoon. "Structural Characteristics of Pultruded FRP Composite Experienced Freezing and Thawing Cyclic Temperature." Materials Science Forum 654-656 (June 2010): 2475–78. http://dx.doi.org/10.4028/www.scientific.net/msf.654-656.2475.

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Due to the advantages of FRP composite such as corrosion resistance, light weight, high specific strength and stiffness, flexibility, etc., the use of FRP composite in construction sites is increasing steadily. Especially, high corrosion resistance is a very strong point of FRP composite. Although the FRP composite has many advantages, the material properties of FRP composite under various environmental conditions at the construction sites are not well investigated. In this paper, we present the results of experimental investigations of FRP composite experiencing freezing and thawing cyclic temperature. In this investigation, we performed experimental studies to find the stress versus strain characteristics of FRP composite experiencing freezing and thawing cyclic temperature variation. In the experimental program, strength and stiffness of the pultruded FRP composite specimens under uniaxial tension affected by the freezing and thawing temperature change mechanism are evaluated and the results are discussed.
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Fu, Chao Jiang. "Numerical Simulation Procedure of RC Beam Reinforcement with FRP." Advanced Materials Research 243-249 (May 2011): 5567–70. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.5567.

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The use of fiber reinforced polymers (FRP) to reinforce reinforced concrete(RC) structure has become one of the main applications of composites in civil engineering. FRP composite is analyzed using the serial/parallel mixing theory, which deduces the composite behavior from the constitutive equations of its components. Numerical procedure of RC beam reinforceed with FRP is studied based on the finite element method. The numerical results accord with the test results. The validity of the proposed procedure is proved comparing numerical and experimental results.
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Ertuğ, Burcu. "Advanced Fiber-Reinforced Composite Materials for Marine Applications." Advanced Materials Research 772 (September 2013): 173–77. http://dx.doi.org/10.4028/www.scientific.net/amr.772.173.

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Most widely used material in ship hull construction is undoubtedly the steel. Composite materials have become suitable choice for marine construction in 1960s. The usage of the fiber reinforced plastic (FRP) in marine applications offers ability to orient fiber strength, ability to mold complex shapes, low maintenance and flexibility. The most common reinforcement material in marine applications is E-glass fiber. Composite sandwich panels with FRP faces and low density foam cores have become the best choice for small craft applications. The U.S Navy is using honeycomb sandwich bulkheads to reduce the ship weight above the waterline. Composites will play their role in marine applications due to their lightness, strength, durability and ease of production. It is expected that especially FRP composites will endure their life for many years from now on in the construction of boat building.
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Dissertations / Theses on the topic "FRP composite"

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Farooq, Mohammed. "Development of FRP based composite fibre for fibre reinforced cementitious composites." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/57668.

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This thesis describes a method of development of a novel fibre based on fibre reinforced polymers (FRP), for use fibre reinforcement in concrete. Thermosetting epoxy resin matrix were reinforced with E-glass, S-glass, and Carbon fibre to produce different types of composite fibres. The FRP panels were produced using the Vacuum Infusion technique, and then cut to different fibre sizes. The volume fractions of reinforcements within the FRP fibre were controlled by using woven and unidirectional fabrics. The number of layers of reinforcing fibres were also changed, to obtain the optimal thickness of the fibres. The FRP material was characterized by means of tensile tests and microscope image analysis. Four different compositions of FRP were produced with tensile strengths ranging from 195 MPa to 950 MPa. The different combinations in geometry broadened the total number of fibres investigated to 12. Single fibre pullout tests were performed to obtain the fundamental fibre-matrix interfacial bond parameters for the different FRP fibres. The FRP fibres, being hydrophilic, along with having a unique rough surface texture, showed a good bond with cement matrix. A bond strength superior to industrially available straight steel fibres and crimped polypropylene fibres has been observed. The 3 best fibres were then chosen to examine the flexural behaviour FRP fibre reinforced concrete beams. The optimized FRP fibres, one each of Glass FRP and Carbon FRP were then further investigated to study the effect of matrix maturity, temperature, fibre inclination, and loading rate on the fibre-matrix interfacial behaviour using single fibre pullout tests. Scanning Electron Microscope (SEM) analysis was carried out to identify the effect of above-mentioned factors on the surface characteristics of the fibre. An attempt was also made to optimize the fibre-matrix interface to achieve an optimized failure mechanism by coating the fibre with oil. The ability of the fibre to transfer stresses across a cracked section over extended periods has been investigated by means of fibre-relaxation tests. Finally, to assess durability, the fibres were conditioned at high pH and high temperature after which single fibre pullout, direct tension tests, & SEM analysis were conducted.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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Senne, Jolyn Louise. "Fatigue Life of Hybrid FRP Composite Beams." Thesis, Virginia Tech, 2000. http://hdl.handle.net/10919/33982.

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As fiber reinforced polymer (FRP) structures find application in highway bridge structures, methodologies for describing their long-term performance under service loading will be a necessity for designers. The designer of FRP bridge structures is faced with out-of-plane damage and delamination at ply interfaces. The damage most often occurs between hybrid plys and dominates the life time response of a thick section FRP structure. The focus of this work is on the performance of the 20.3 cm (8 in) pultruded, hybrid double web I-beam structural shape. Experimental four-point bend fatigue results indicate that overall stiffness reduction of the structure is controlled by the degradation of the tensile flange. The loss of stiffness in the tensile flange results in the redistribution of the stresses and strains, until the initiation of failure by delamination in the compression flange. These observations become the basis of the assumptions used to develop an analytical life prediction model. In the model, the tensile flange stiffness is reduced based on coupon test data, and is used to determine the overall strength reduction of the beam in accordance the residual strength life prediction methodology. Delamination initiation is based on the out-of-plane stress sz at the free edge. The stresses are calculated using two different approximations, the Primitive Delamination Model and the Minimization of Complementary Energy. The model successfully describes the onset of delamination prior to fiber failure and suggests that out-of-plane failure controls the life of the structure.
Master of Science
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Joyce, Peter James. "Experimental investigation of defect criticality in FRP laminate composites /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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Feng, Zheng-Nong. "Thin FRP composite panels under high transverse pressure." Thesis, University of Southampton, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.244978.

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Azzawi, Mostfa Al. "Investigations on FRP-Concrete Bond." Scholar Commons, 2018. http://scholarcommons.usf.edu/etd/7116.

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This dissertation presents findings from three separate investigations, a laboratory study and two field studies that evaluated the durability of the Fiber Reinforced Polymer (FRP)-concrete bond. The laboratory study explored the role of porosity on CFRP-concrete bond following immersion in warm water. Two disparate field studies measured residual bond after 20 years outdoor exposure of FRP repairs of full-size masonry walls and after 12 years for partially submerged piles supporting the Friendship Trail Bridge, Tampa Bay. The ACI 440 code requires the same surface preparation for all externally bonded FRP concrete repairs. This disregards the role of porosity that is a function of the water / cementitious (w/c) ratio. Concretes with high w/c ratios are low strength concretes, have large voids and a more elaborate capillary pore network compared to low w/c, high strength concretes. Epoxies will therefore penetrate deeper into high porosity concretes. As a result, the performance of low strength, high porosity concrete under moisture exposure can be anticipated to be superior. The laboratory study was intended to determine whether this hypothesis was correct or not. Three different concrete mixes with water / cementitious ratios of 0.73, 0.44 and 0.25 representing high, medium and low porosities were used for the study. The corresponding target compressive strengths were 2,500 psi, 5,000 psi and 7,500 psi respectively. A total of eighteen, 9 in. x 9 in. x 2.5 in. thick slabs, three for each concrete porosity were tested. Slabs were allowed to cure for over 90 days before surfaces were lightly sand blasted to provide the required concrete surface profile (CSP 3). Specimens were then pre-conditioned in an oven for 48 hours to ensure uniform drying. Concrete porosity was characterized using mercury porosimetry, SEM, 3D surface scanning and images obtained using a portable microscope. Two commercially available CFRP materials were bonded to the oven-dried prepared slab surfaces and the epoxy allowed to cure at room temperature for 4 weeks. Twelve FRP bonded slabs were completely submerged in potable water at 30 oC (86 oF) as part of the aging program. The six remaining slabs were used for establishing baseline bond values through destructive pull-off tests. The twelve exposed slabs were similarly tested following 15 weeks of exposure. Results showed minimal degradation in the high porosity, low strength concrete but over 20% reduction in the low porosity, higher strength concrete. Analysis of the failure plane indicated that the lower porosity of the high strength concrete had limited the depth to which the epoxy could penetrate. This was confirmed from magnified images of the bond line taken using a microscope and from a careful assessment of the failure mode. Findings also suggest that the CSP 3 surface profile (light sand blasting) may be adequate for lower strength concrete but not so for higher strength concrete. For applications where FRP concrete repairs of higher strength concrete are permanently or intermittently exposed to moisture, alternative surface preparation may be needed to allow epoxy to penetrate deeper into the concrete substrate. The viscosity of the resin hitherto not considered may be a critical parameter. In 1995, two full-scale concrete masonry walls were repaired using three horizontally aligned 20 in. (508 mm) wide uni-directional carbon fiber sheets using different commercially available epoxies. Twenty years later the CFRP-CMU bond was determined through selective pull-off tests that were preceded by detailed non-destructive evaluation. Results showed that despite superficial damage to the top epoxy coating and debonding along masonry joints, the residual CFRP-CMU bond was largely unaffected by prolonged exposure to Florida’s harsh environment. Therein, 99% of samples exhibited in cohesive failure of the CMU or mortar. Pull-off strength was poorer at mortar joints but because the CFRP was well bonded to the masonry surface, its impact on structural performance of the repair was expected to be minimal. Overall, the repairs proved to be durable with both epoxy systems performing well. The Friendship Trail Bridge linking St. Petersburg to Tampa FL was demolished in 2016. This was the site of three disparate demonstration projects in which 13 corroding reinforced concrete piles were repaired using fiber reinforced polymer (FRP) in 2003-04, 2006, and 2008. The repairs were undertaken using combinations of carbon and glass fiber, pre-preg and wet layup, epoxy and polyurethane resin, and were installed using either shrink wrap or pressure bagging. Residual FRP-concrete bond was evaluated after up to 12 years of exposure through 120 pull-off tests conducted on 10 representative repaired piles. Results showed a wide variation in the measured pull-off strength depending on the type of resin, the number of FRP layers, the prevailing conditions at the time the epoxy was mixed and the method of installation. Epoxy-based systems were found to be sensitive to ambient conditions at installation. Pressure bagging improved performance. The highest residual bond was recorded in pressure bagged piles repaired in 2008. The findings suggest that in marine environments epoxy-based systems installed using pressure bagging can lead to durable repairs.
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Weaver, Craig Aaron. "Behavior of FRP-Reinforced Glulam-Concrete Composite Bridge Girders." Fogler Library, University of Maine, 2002. http://www.library.umaine.edu/theses/pdf/WeaverCA2002.pdf.

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Bangalore, Gurudutt S. "Nondestructive evaluation of FRP composite members using infrared thermography." Morgantown, W. Va. : [West Virginia University Libraries], 2002. http://etd.wvu.edu/templates/showETD.cfm?recnum=2419.

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Thesis (M.S.)--West Virginia University, 2002.
Title from document title page. Document formatted into pages; contains viii, 101 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 98-101).
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Punyamurthula, Deepthi. "Structural performance of low-profile FRP composite celluar modules." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3815.

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Thesis (M.S.)--West Virginia University, 2005
Title from document title page. Document formatted into pages; contains xi, 91 p. : ill. (some col.) Includes abstract. Includes bibliographical references (p. 83-85).
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Deskovic, Nikola. "Innovative design of FRP composite members combined with concrete." Thesis, Massachusetts Institute of Technology, 1993. http://hdl.handle.net/1721.1/12687.

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Majumdar, Prasun Kanti. "Strength and Life Prediction of FRP Composite Bridge Deck." Diss., Virginia Tech, 2008. http://hdl.handle.net/10919/27285.

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Fiber reinforced polymer (FRP) composites are considered very promising for infrastructure applications such as repair, rehabilitation and replacement of deteriorated bridge decks. However, there is lack of proper understanding of the structural behavior of FRP decks. For example, due to the localization of load under a truck tire, the conventionally used uniform patch loading is not suitable for performance evaluation of FRP composite deck systems with cellular geometry and relatively low modulus (compared to concrete decks). In this current study, a simulated tire patch loading profile has been proposed for testing and analysis of FRP deck. The tire patch produced significantly different failure mode (local transverse failure under the tire patch) compared to the punching-shear mode obtained using the conventional rectangular steel plate. The local response of a cellular FRP composite deck has been analyzed using finite element simulation and results are compared with full scale laboratory experiment of bridge deck and structure. Parametric studies show that design criteria based on global deck displacement is inadequate for cellular FRP deck and local deformation behavior must be considered. The adhesive bonding method is implemented for joining of bridge deck panels and response of structural joint analyzed experimentally. Strength, failure mode and fatigue life prediction methodologies for a cellular FRP bridge deck are presented in this dissertation.
Ph. D.
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Books on the topic "FRP composite"

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Design for FRP composite connections. Reston, VA: American Society of Civil Engineers, 2002.

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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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International, Conference (CDCC 02) (2nd 2002 Montréal Québec). Durability of fiber reinforced polymer (FRP) composites for construction: Proceedings of the second International Conference (CDCC 02) Montréal (Quebec) Canada, May 29-31, 2002. Sherbrooke, Québec: Department of Civil Engineering, Université de Sherbrooke, 2002.

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440, ACI Committee. Guide for the design and construction of externally bonded FRP systems fpr strengthening concrete structures. Farmington Hills, MI: American Concrete Institute, 2003.

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Brown, Christopher M. Pendulum testing of an FRP composite guardrail: FOIL test numbers 96P019 through 96P023, 97P001, and 97P002. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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Highway Innovative Technology Evaluation Center (U.S.). Guidelines for structural and durability evaluation of FRP composite column wrap systems for seismic retrofit of columns. Reston, VA: American Society of Civil Engineers, 2003.

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CDCC, (International Conference) (2nd 2002 Montréal Québec). Durability of fiber reinforced polymer (FRP) composites for construction =: Durabilité des composites en polymères renforcés de fibres (PRF) pour la construction : proceedings of the 2nd International Conference (CDCC 02), Montréal (Québec) Canada, May 29-31, 2002 : comptes rendus de la deuxième Conférence Internationale (CDCC 02), Montréal (Québec) Canada, 29-31 mai 2002. Sherbrooke: Department of Civil Engineering, Université de Sherbrooke, 2002.

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Narendra, Taly, and Vijay P. V, eds. Reinforced concrete design with FRP composites. Boca Raton: CRC Press, 2007.

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GangaRao, Hota V. S. Reinforced concrete design with FRP composites. Boca Raton: CRC Press, 2007.

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Ye, Lieping, Peng Feng, and Qingrui Yue, eds. Advances in FRP Composites in Civil Engineering. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2.

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Book chapters on the topic "FRP composite"

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Analysis of FRP Composite Plates." In FRP Composite Structures, 205–26. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-6.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Engineering Properties of Composite Materials." In FRP Composite Structures, 23–44. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-2.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Flexural Member Design." In FRP Composite Structures, 269–317. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-9.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Design of Pultruded FRP Axial Tension Members." In FRP Composite Structures, 245–67. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-8.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Mechanics of FRP Composite Lamina." In FRP Composite Structures, 45–97. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-3.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Design of Connections for FRP Members." In FRP Composite Structures, 357–430. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-11.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Mechanics of FRP Composite Laminates." In FRP Composite Structures, 99–148. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-4.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Introduction." In FRP Composite Structures, 1–21. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-1.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Design of Pultruded FRP Axial Compression Members." In FRP Composite Structures, 319–56. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-10.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Design Philosophy and Basis of FRP Composite Structural Members." In FRP Composite Structures, 227–43. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-7.

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Conference papers on the topic "FRP composite"

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Harries, Kent A., and Sherif El-Tawil. "Steel-FRP Composite Structural Systems." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)58.

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Kalla, Devi K., P. S. Dhanasekaran, Bangwei Zhang, and Ramazan Asmatulu. "Sustainability of Fiber Reinforced Composites: Status and Vision for Future." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-62498.

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Fiber reinforced polymer (FRP) composite products offer many significant environmental benefits such as light weight, superior mechanical properties, extended service life, low maintenance and resistance to corrosion. But until now it has been difficult to compare sustainability of different FRP materials and production for processes. Concern for the environment, both in terms of limiting the use of finite resources and the need to manage waste disposal, has led to increasing pressure to recycle materials. This paper focuses on two issues that must be addressed to ensure continued growth in FRP usage is the disposal of waste generated during product manufacturing and the disposal of the products at the end of their useful life. The major cost drivers for FRPs are labor and raw materials. The use of recycled FRPS offers low-cost raw materials. This paper presents a review of the current status and outlook of FRP composites recycling and re-manufacturing techniques. A future vision for the use of FRP composites with sustainability applications is underway at many university research institutes and in industries. This paper will also state the sustainability problems of fiber reinforced composite products, and potential solutions.
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Noel, Martin. "Probabilistic fatigue life modelling of FRP composites." In Brazilian Conference on Composite Materials. Pontifícia Universidade Católica do Rio de Janeiro, 2018. http://dx.doi.org/10.21452/bccm4.2018.06.04.

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Brody, John, Annette Richard, Kenneth Sebesta, Kenneth Wallace, Yong Hong, Roberto Lopez Anido, William Davids, and Eric Landis. "FRP-Wood-Concrete Composite Bridge Girders." In Structures Congress 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)189.

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Battles, E. P., H. J. Dagher, and B. Abdel-Magid. "Durability of Wood-FRP Composite Bridges." In Structures Congress 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)190.

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Halabe, U. B. "Infrared Scanning of FRP Composite Members." In REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION:Volume 22. AIP, 2003. http://dx.doi.org/10.1063/1.1570243.

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SCHEY, MATHEW J., SCOTT E. STAPLETON, CRAIG P. PRZYBYLA, MICHAEL UCHIC, and SIMON ZABLER. "Determining a Length Scale of FRP Composite Microstructures." In American Society for Composites 2019. Lancaster, PA: DEStech Publications, Inc., 2019. http://dx.doi.org/10.12783/asc34/31409.

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Yang, Y., S. Terada, M. Okano, A. Nakai, and H. Hamada. "Design of Fiber-Reinforced Composite Tubes as Energy Absorption Element." In ASME 2009 International Mechanical Engineering Congress and Exposition. ASMEDC, 2009. http://dx.doi.org/10.1115/imece2009-11017.

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As an energy absorption member, fiber-reinforced composites (FRPs) are more favorable because they are light in weight and possess better energy absorption capabilities as compared to their metal counterparts. However, the energy absorbing mechanisms of FRP are complicated owning to the multi-micro fractures. Therefore, in this study, the designs of FRP tubes were carried out with considerations directed at the energy absorbing mechanisms. Two methods based on the design of the energy absorbed by bending of the fronds (Ubend) and the energy absorbed by fiber fractures (Uff) are concentrated. Here the bending behavior of frond can be considered as the bending beam by an external force. And it is found that Ubend is affected directly by the inertia moment I, which is affect by the geometry. Therefore, FRP tubes were fabricated to have a geometry combined with a bigger I. Additional, in order to get more fiber fractures to get an increased Uff, the design of bending stress, σ, was carried out. FRP tubes bending towards one side only rather than two sides are proposed to get bending fronds with a double thicker thickness, which in turn led to high stresses, many fiber fractures and high energy absorption.
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Echeverria, Leire, Alvaro Ruiz Emparanza, Antonio Nanni, and Francisco De Caso y Basalo. "Quality control methodology for composite FRP rebars." In Fifth International Conference on Sustainable Construction Materials and Technologies. Coventry University and The University of Wisconsin Milwaukee Centre for By-products Utilization, 2019. http://dx.doi.org/10.18552/2019/idscmt5147.

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ZHANG, Xue-yi, Huan LI, and Ya-nan WU. "Acoustic Emission Properties Of Frp Composite Damage." In 2019 13th Symposium on Piezoelectrcity, Acoustic Waves and Device Applications (SPAWDA). IEEE, 2019. http://dx.doi.org/10.1109/spawda.2019.8681832.

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Reports on the topic "FRP composite"

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Andrawes, Bassem, Ian Shaw, and Hang Zhao. Repair & Strengthening of Distressed/Damaged Ends of Prestressed Beams with FRP Composites. Illinois Center for Transportation, February 2018. http://dx.doi.org/10.36501/0197-9191/18-001.

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Li, Victor C., and Yin-Wen Chan. Mechanical Interaction Between Synthetic Fiber and Cement Base Matrix in FRC Composites. Fort Belvoir, VA: Defense Technical Information Center, February 1993. http://dx.doi.org/10.21236/ada265310.

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Toulan, Faye R., David P. Flanagan, John J. La Scala, and Daniel M. De Bonis. Evaluation of Coatings for FR-4 Fiberglass Epoxy Composite Probes. Fort Belvoir, VA: Defense Technical Information Center, January 2014. http://dx.doi.org/10.21236/ada593266.

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Goodwin, David, Siamak Sattar, Jazalyn Dukes, Jae Hyun Kim, Chiara Ferraris, and Li-Piin Sung. Research needs concerning the performance of fiber reinforced (FR) composite retrofit systems for buildings and infrastructure. Gaithersburg, MD: National Institute of Standards and Technology, December 2019. http://dx.doi.org/10.6028/nist.sp.1244.

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Modular FRP Composite Bridge Deck. Purdue University, 2007. http://dx.doi.org/10.5703/1288284315728.

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