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This paper presents the outcome of an experimental and theoretical investigation into the loadcarrying capacity of Fiber Reinforced Polymer (FRP) I-section beams subjected to four-point loading. The overall lateral-torsional buckling, web and flange local buckling as well as material rupture load estimates are also made using the American Society of Civil Engineersโ Load and Resistance Factor Design (ASCE-LRFD) Pre-Standard for FRP Structures. Lateral-torsional buckling failure mode is found to govern for each of the beams studied. The study also revealed that the height of applied loads relative to the shear center has a very significant influence on lateral-torsional buckling load of a beam thus making ASCE-LRFD buckling load estimates over-conservative in a vareity of cases.
Ali Al Aloosi, Zia Razzaq. 2017. "Elasto-Plastic Transient Dynamic Response of Tubular Section Steel Cantilever Beam under Impact Loading". Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 16 (GJRE Volume 16 Issue E5).
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
v1.2
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Total Score: 132
Country: United States
Subject: Global Journal of Research in Engineering
Authors: Ali Al Aloosi, Zia Razzaq (PhD/Dr. count: 0)
View Count (all-time): 475
Total Views (Real + Logic): 1431
Total Downloads (simulated): 90
Publish Date: 2016 05, Sun
Monthly Totals (Real + Logic):
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