Elasto-Plastic Transient Dynamic Response of Tubular Section Steel Cantilever Beam under Impact Loading

Elasto-Plastic Transient Dynamic Response of Tubular Section Steel Cantilever Beam under Impact Loading

Article ID

A30XU

Elasto-Plastic Transient Dynamic Response of Tubular Section Steel Cantilever Beam under Impact Loading

Ali Al Aloosi Old Dominion University

Zia Razzaq

DOI

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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’ 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.

Elasto-Plastic Transient Dynamic Response of Tubular Section Steel Cantilever Beam under Impact Loading

Authors

Ali Al Aloosi Old Dominion University

Zia Razzaq

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References

How to Cite

Ali Al Aloosi. 2017. “. Global Journal of Research in Engineering – E: Civil & Structural GJRE-E Volume 16 (GJRE Volume 16 Issue E5): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

GJRE Volume 16 Issue E5
Pg. 7- 15

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Classification

GJRE-E Classification: FOR Code: 090506

Submission Received April 5, 2016
Accepted April 30, 2016
Published May 15, 2016

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Article Matrices

Total Score: 132

Country: United States

Subject: Global Journal of Research in Engineering - E: Civil & Structural

Authors: Ali Al Aloosi, Zia Razzaq (PhD/Dr. count: 0)

View Count (all-time): 176

Total Views (Real + Logic): 3697

Total Downloads (simulated): 1780

Publish Date: 2017 02, Sun

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Total Views: 3697

Total Downloads: 1780

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