Lateral-Torsional Buckling of FRP I-Section Beams

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Mojtaba B. Sirjani
Mojtaba B. Sirjani
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Zia Razzaq
Zia Razzaq
α Old Dominion University Old Dominion University

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Lateral-Torsional Buckling of FRP I-Section Beams

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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
  1. Konate Mamadou,Zia Razzaq (2015). Failure Modes for I-section GFRP Beams.
  2. (2010). Pre-Standard for Load and Resistance Factor Design (LFRD) of Pultruded Fiber Reinforced Polymer (FRP) Structures.
  3. M Sirjani,S Bondi,Z Razzaq (2012). Flexural-Torsional Response of FRP I-Section Members.
  4. Zia Razzaq,Ram Prabhakaran,Mike Sirjani (1996). Load and resistance factor design (LRFD) approach for reinforced-plastic channel beam buckling.

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

Mojtaba B. Sirjani. 2017. \u201cLateral-Torsional Buckling of FRP I-Section Beams\u201d. 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

Keywords
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GJRE-E Classification: FOR Code: 090599
Version of record

v1.2

Issue date

February 5, 2017

Language
en
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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 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.

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Lateral-Torsional Buckling of FRP I-Section Beams

Mojtaba B. Sirjani
Mojtaba B. Sirjani Old Dominion University
Zia Razzaq
Zia Razzaq

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