Document Type

Article

Publication Date

2016

Publication Title

Global Journals of Research in Engineering

Volume

16

Issue

E5

Pages

7-15

Abstract

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 Engineers#x2019; Load and Resistance Factor Design (ASCELRFD) 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 ASCELRFD buckling load estimates over-conservative in a vareity of cases.

Rights

© 2016 AliAl Aloosi & Zia Razzaq.

This is a research/review paper, distributed under the terms of the Creative Commons Attribution-Noncommercial 3.0 Unported License, permitting all non commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.

Comments

More download formats are available at publisher's website.

GJRE-E Classification: FOR Code 090506.

Original Publication Citation

Aloosi, A., & Razzaq, Z. (2016). Elasto-plastic transient dynamic response of tubular section steel cantilever beam under impact loading. Global Journals of Research in Engineering, 16(E5), 7-15. https://engineeringresearch.org/index.php/GJRE/article/view/1524

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