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

Ali Al Aloosi

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Zia Razzaq

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Old Dominion University

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

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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 (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.

References

4 Cites in Article

Reference Format

G Warburton (1976). The dynamical Behavior of Structures.
Robert Ketter,Prawel Jr,P Sherwood (1969). Modern Methods of Engineering Computation.
M Zeinoddini,G Parkeb,J Harding (2002). Axially pre-loaded steel tubes subjected to lateral impacts: an experimental study.
H Wen,T Reddy,S Reid (1995). Deformation and failure of clamped beams under low speed impact loading.

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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Ali Al Aloosi. 2017. \u201cElasto-Plastic Transient Dynamic Response of Tubular Section Steel Cantilever Beam under Impact Loading\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 16 (GJRE Volume 16 Issue E5): .

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GJRE Volume 16 Issue E5
Pg. 7- 15

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords

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Classification

GJRE-E Classification: FOR Code: 090506

Submission ReceivedApril 5, 2016
Peer Review Double Blind
Handling Editor
Accepted April 30, 2016
Published May 15, 2016

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February 5, 2017

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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): 218

Total Views (Real + Logic): 3790

Total Downloads (simulated): 1774

Publish Date: 2017 02, Sun

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Total Views: 3790

Total Downloads: 1774

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