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Journal articles on the topic 'Pultruded FRP beams'

Author: Grafiati

Published: 4 June 2021

Last updated: 12 February 2022

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1

Boscato, Giosuè, Giorgio Costantini, and Vincenzo Scafuri. "Seismic Design of Pultruded FRP Structures as Ancillary and/or Independent Solution." Key Engineering Materials 747 (July 2017): 586–93. http://dx.doi.org/10.4028/www.scientific.net/kem.747.586.

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The civil engineering fields of FRP (Fiber Reinforced Polymers) pultruded profiles are the structural rehabilitation of the existing constructions and the new buildings. In the first case the FRP intervention is ancillary to masonry construction as beams and trusses for roofs and floors; while, in the second case, the all-FRP structures are for over elevation frame, emergency and specific structures in complex conditions. The non-linear responses of masonry structures with truss beams made of pultruded FRP profiles and traditional materials have been compared through finite element models subj

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2

Ascione, L., A. Giordano, and S. Spadea. "Lateral buckling of pultruded FRP beams." Composites Part B: Engineering 42, no. 4 (2011): 819–24. http://dx.doi.org/10.1016/j.compositesb.2011.01.015.

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3

Boscato, G., C. Casalegno, and S. Russo. "Creep Effects in Pultruded FRP Beams." Mechanics of Composite Materials 52, no. 1 (2016): 27–42. http://dx.doi.org/10.1007/s11029-016-9555-6.

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4

Thumrongvut, Jaksada, Natthawat Pakwan, and Samaporn Krathumklang. "Flexural-Torsional Buckling of Pultruded Fiber-Reinforced Polymer Angle Beams under Eccentric Loading." Materials Science Forum 982 (March 2020): 201–6. http://dx.doi.org/10.4028/www.scientific.net/msf.982.201.

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In this paper, the experimental study on the pultruded fiber-reinforced polymer (pultruded FRP) angle beams subjected to transversely eccentric load are presented. A summary of critical buckling load and buckling behavior for full-scale flexure tests with various span-to-width ratios (L/b) and eccentricities are investigated, and typical failure mode are identified. Three-point flexure tests of 50 pultruded FRP angle beams are performed. The E-glass fibre/polyester resin angle specimens are tested to examine the effect of span-to-width ratio of the beams on the buckling responses and critical

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5

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

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6

Bank, Lawrence C., Michael G. Oliva, Han-Ug Bae, Jeffrey W. Barker, and Seung-Woon Yoo. "Pultruded FRP Plank as Formwork and Reinforcement for Concrete Members." Advances in Structural Engineering 10, no. 5 (2007): 525–35. http://dx.doi.org/10.1260/136943307782417681.

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A feasibility study in which the use of a commercially produced pultruded fiber reinforced polymer (FRP) plank for both permanent formwork and secondary or primary tensile reinforcement of a concrete structural member is described in this paper. To achieve satisfactory bond at the interface between the smooth surface of the FRP plank and the concrete, two kinds of aggregate, gravel and sand, were epoxy bonded to the planks. Concrete beams using the aggregate-coated FRP planks were fabricated and tested. Satisfactory bond between the FRP plank and the concrete was developed which was evidenced

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7

Nguyen, T. T., T. M. Chan, and J. T. Mottram. "Lateral–Torsional Buckling design for pultruded FRP beams." Composite Structures 133 (December 2015): 782–93. http://dx.doi.org/10.1016/j.compstruct.2015.07.079.

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8

Prachasaree, Woraphot, Suchart Limkatanyu, Wichairat Kaewjuea, and Hota V. S. GangaRao. "Simplified Buckling-Strength Determination of Pultruded FRP Structural Beams." Practice Periodical on Structural Design and Construction 24, no. 2 (2019): 04018036. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000405.

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9

Bank, Lawrence C., T. Russell Gentry, and Murali Nadipelli. "Local Buckling of Pultruded FRP Beams-Analysis and Design." Journal of Reinforced Plastics and Composites 15, no. 3 (1996): 283–94. http://dx.doi.org/10.1177/073168449601500304.

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10

Davalos, Julio F., Pizhong Qiao, and Ever J. Barbero. "Multiobjective material architecture optimization of pultruded FRP I-beams." Composite Structures 35, no. 3 (1996): 271–81. http://dx.doi.org/10.1016/0263-8223(96)00035-9.

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11

Bank, L. C., M. Nadipelli, and T. R. Gentry. "Local Buckling and Failure of Pultruded Fiber-Reinforced Plastic Beams." Journal of Engineering Materials and Technology 116, no. 2 (1994): 233–37. http://dx.doi.org/10.1115/1.2904278.

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An experimental investigation of the local compression flange buckling and failure of commercially produced pultruded fiber-reinforced plastic (FRP) I-shaped beams is described in this paper. Results of tests on pultruded E-glass/polyester and E-glass/vinylester composite material beams are described. The test configuration was designed to cause local buckling and ultimate failure of the compression flange of the beams and to prevent global lateral-torsional buckling. The beams were stiffened to prevent crippling and warping at the supports, and local tensile failure at the load points. All be

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12

Laudiero, Ferdinando, Fabio Minghini, and Nerio Tullini. "Postbuckling failure analysis of pultruded FRP beams under uniform bending." Composites Part B: Engineering 54 (November 2013): 431–38. http://dx.doi.org/10.1016/j.compositesb.2013.06.009.

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13

Barros da S. Santos Neto, Almir, and Henriette Lebre La Rovere. "Flexural stiffness characterization of fiber reinforced plastic (FRP) pultruded beams." Composite Structures 81, no. 2 (2007): 274–82. http://dx.doi.org/10.1016/j.compstruct.2006.08.016.

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14

Thumrongvut, Jaksada, and Sittichai Seangatith. "Influences of Concentric and Eccentric Loads on Buckling of Fixed-End Supported Pultruded FRP Channel Beams." Advanced Materials Research 1119 (July 2015): 721–25. http://dx.doi.org/10.4028/www.scientific.net/amr.1119.721.

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This paper presents the results of the experimental research performed on the pultruded FRP (PFRP) channel beams subjected to transversely concentric and eccentric loads. The objectives of the research work are to investigate their structural behaviors and to determine the critical buckling moments and modes of failure of the beams with various span-to-depth ratios and eccentricities. Pultruded beams are fixed-end supported at both ends for major and minor-axis flexure. The beam specimens have the cross-sectional dimension of 102×29×6 mm with span-to-depth ratios, ranging from 20 to 40. A tota

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15

Rescalvo, Francisco J., María Rodríguez, Rafael Bravo, Chihab Abarkane, and Antolino Gallego. "Acoustic Emission and Numerical Analysis of Pine Beams Retrofitted with FRP and Poplar Wood." Materials 13, no. 2 (2020): 435. http://dx.doi.org/10.3390/ma13020435.

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Acoustic emission (AE) released by pine beams retrofitted with fiber reinforced plastic (FRP) and poplar planks in bending is analyzed. Basalt fabric (FB), carbon fabric (FC), and carbon pultruded laminate (LC) have been used as FRP. Experimental results and AE behavior are discussed based on an elastoplastic finite-element numerical model. The model demonstrates a strong strain concentration at the end of poplar planks, which causes high AE activity in these areas and acts as a precursor of the delamination of the poplar plank. Based on the experimental results, some AE criteria for predictin

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16

Thumrongvut, Jaksada. "Testing and Characterization of Simply Supported Pultruded FRP Angle Beams Using Bending Tests." Key Engineering Materials 777 (August 2018): 548–53. http://dx.doi.org/10.4028/www.scientific.net/kem.777.548.

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Structural performance and buckling behaviors of pultruded fiber-reinforced polymer (PFRP) angle profile beams under three-point bending tests are presented in this paper. The angle specimens were evaluated to investigate the effect of unbraced length of the beams on the buckling responses and critical buckling loads. In total, sixteen specimens, including eight span-to-width ratios (L/b) were tested. The dimension of the angle profile was commercially available 76x6.4 mm. The span-to-width ratios of the specimens were in the range of approximately 13 to 59. The constituent materials used for

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17

Dal Cin, Alessandra. "On Expected Performance of a Frame-Structure Made by All GFRP Pultruded Profiles." Advanced Materials Research 919-921 (April 2014): 188–92. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.188.

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The research showed focus on the performance comparison between two equivalent frame structure. i.e. the first one made by steel and the second one by all frp (fibre reinforced polymer ) pultruded material. The structure adopted for the analysis is a traditional two floors frame made by connections between columns and beams. The connection has been assumed rigid to simplify the comparison, already very hard and to point out on the overall structural answer of the two different cases. The reason why of the investigation is related to teh need to deep detail the eventually structural benefits in

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18

Nunes, Francisco, João R. Correia, and Nuno Silvestre. "Structural behavior of hybrid FRP pultruded beams: Experimental, numerical and analytical studies." Thin-Walled Structures 106 (September 2016): 201–17. http://dx.doi.org/10.1016/j.tws.2016.05.004.

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19

Singh, S. B., and Himanshu Chawla. "An investigation of material characterization of pultruded FRP H- and I-beams." Mechanics of Advanced Materials and Structures 25, no. 2 (2016): 124–42. http://dx.doi.org/10.1080/15376494.2016.1250021.

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20

Wolfenden, A., and LC Bank. "Flexural and Shear Moduli of Full-Section Fiber Reinforced Plastic (FRP) Pultruded Beams." Journal of Testing and Evaluation 17, no. 1 (1989): 40. http://dx.doi.org/10.1520/jte11531j.

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21

Gemi, Lokman, Emrah Madenci, and Yasin Onuralp Özkılıç. "Experimental, analytical and numerical investigation of pultruded GFRP composite beams infilled with hybrid FRP reinforced concrete." Engineering Structures 244 (October 2021): 112790. http://dx.doi.org/10.1016/j.engstruct.2021.112790.

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22

Nguyen, T. T., T. M. Chan, and J. T. Mottram. "Lateral-torsional buckling resistance by testing for pultruded FRP beams under different loading and displacement boundary conditions." Composites Part B: Engineering 60 (April 2014): 306–18. http://dx.doi.org/10.1016/j.compositesb.2013.12.025.

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23

Ascione, Francesco, Luciano Feo, Marco Lamberti, Fabio Minghini, and Nerio Tullini. "A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending." Composites Part B: Engineering 97 (July 2016): 292–99. http://dx.doi.org/10.1016/j.compositesb.2016.04.069.

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24

Feroldi, Francesca, and Salvatore Russo. "Mechanical Performance of Pultruded FRP Plates in Beam-to-Beam Connections." Journal of Composites for Construction 21, no. 4 (2017): 04017004. http://dx.doi.org/10.1061/(asce)cc.1943-5614.0000779.

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25

Li, Zong Jun, Amar Khennane, and Paul Jonathan Hazell. "Numerical Investigation of a Hybrid FRP-Geopolymer Concrete Beam." Applied Mechanics and Materials 846 (July 2016): 452–57. http://dx.doi.org/10.4028/www.scientific.net/amm.846.452.

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Over the past years, numerical investigations have gained more attention and success in analysing the overall performance of hybrid FRP-concrete structures in civil engineering applications. In this study, a hybrid FRP-geopolymer concrete beam, which consists of high-strength geopolymer concrete filled into a rectangular hollow section pultruded GFRP profile, has been investigated numerically using the commercial software ABAQUS. A non-linear finite element model has been developed to simulate the flexural behavior of this hybrid beam under four-point static loading. Different material models

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26

Lee, Seung Sik, Soon Jong Yoon, S. K. Cho, and Jong Myen Park. "Buckling Behavior of Pultruded Monosymmetric Members." Key Engineering Materials 297-300 (November 2005): 1259–64. http://dx.doi.org/10.4028/www.scientific.net/kem.297-300.1259.

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Pultruded fiber reinforced polymer (FRP) structural members have been used in various civil engineering applications. T-shapes are commonly used for chord members in trusses and for bracing members. In these cases, T-shapes are mainly subjected to axial forces, and stability of a member is one of the major concerns in the design. Due to the monosymmetry existing in the cross-section of T-shapes, T-shapes are likely to buckle in a flexural-torsional mode. An energy solution, using the Ritz method, to the buckling problem of a pulturuded T-shape under uniform compression is derived based on a co

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27

Gribniak, Misiūnaitė, Rimkus, Sokolov, and Šapalas. "Deformations of FRP–Concrete Composite Beam: Experiment and Numerical Analysis." Applied Sciences 9, no. 23 (2019): 5164. http://dx.doi.org/10.3390/app9235164.

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Advanced materials have been created for structural application during the past decades. Engineers, however, faced severe problems due to the absence of a reliable technique for ensuring the required structural properties minimising the amount of material used. A lack of constitutive models for the analysis of the structural systems also exists. Residual stiffness of flexural concrete elements subjected to short-term load is the focus of this research. Tension-stiffening models were developed to represent the deformation response of the members reinforced with internal bars. This study examine

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28

Li, Yeou Fong, Tseng Hsing Hsu, and Fu Chr Hsieh. "The Improved Mechanics Behavior of the FRP Deck." Applied Mechanics and Materials 193-194 (August 2012): 1389–92. http://dx.doi.org/10.4028/www.scientific.net/amm.193-194.1389.

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The objective of this study is to improve the stiffness and control the failure mode of the pultruded glass fiber reinforced polymers (GFRP) deck members to meet the design requirements. In this study, the authors proposed that the GFRP member was affixed by another GFRP deck inside it to form a combined GFRP deck member; an epoxy mortar was filled into some of the hollow sections of the GFRP member; and the basalt/carbon fiber sheets was wrapped around the GFRP member in order to improve the ultimate strength and stiffness and also to change its original failure mode of the GFRP member. Eight

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29

Qureshi, Jawed, and J. Toby Mottram. "Response of Beam-To-Column Web Cleated Joints For FRP Pultruded Members." Journal of Composites for Construction 18, no. 2 (2014): 04013039. http://dx.doi.org/10.1061/(asce)cc.1943-5614.0000392.

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30

Votsis, R. A., M. M. Abdel Wahab, and M. K. Chryssanthopoulos. "Simulation of Damage Scenarios in an FRP Composite Suspension Footbridge." Key Engineering Materials 293-294 (September 2005): 599–606. http://dx.doi.org/10.4028/www.scientific.net/kem.293-294.599.

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Simulations of damage scenarios were carried out using a finite element model of a newly constructed FRP composite footbridge, the Wilcott footbridge. This footbridge represents a new generation of suspension footbridges that have lightweight decks made of pultruded glass fibre reinforced polymer (GFRP) composite elements. It offers several advantages over conventional steel or concrete footbridges, e.g. speed of installation, high resistance to corrosion and saving in weight and foundations. On the other hand, its lightness and slenderness make it more sensitive to dynamic effects, both at se

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31

Nguyen, T. T., T. M. Chan, and J. T. Mottram. "Influence of boundary conditions and geometric imperfections on lateral–torsional buckling resistance of a pultruded FRP I-beam by FEA." Composite Structures 100 (June 2013): 233–42. http://dx.doi.org/10.1016/j.compstruct.2012.12.023.

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