Failure Modes For I-Section GFRP Beams

Failure Modes For I-Section GFRP Beams

Article ID

ZS45I

Failure Modes For I-Section GFRP Beams

Mamadou Konate Old Dominion University

Zia Razzaq

DOI

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Abstract

This paper presents calculations for the failure modes for I-section Glass Fiber Reinforced Polymer (GFRP) beams with single mid-span web brace. Theoretical predictions are made using ASCE-LFRD Pre-Standard for FRP structures. For the member length considered, it is found that for small and medium I-sections the failure mode is governed by lateral-torsional buckling and for bigger I-sections the failure mode is governed by material rupture. The outcome of the predicted lateral-torsional buckling mode is compared with that observed experimentally.

Failure Modes For I-Section GFRP Beams

Authors

Mamadou Konate Old Dominion University

Zia Razzaq

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How to Cite

Mamadou Konate. 2016. “. Global Journal of Research in Engineering – E: Civil & Structural GJRE-E Volume 15 (GJRE Volume 15 Issue E4): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

GJRE Volume 15 Issue E4
Pg. 1- 4

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Classification

GJRE-E Classification: FOR Code: 090599

Submission Received June 10, 2015
Accepted June 30, 2015
Published July 15, 2015

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Article Matrices

Total Score: 132

Country: United States

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

Authors: Mamadou Konate, Zia Razzaq (PhD/Dr. count: 0)

View Count (all-time): 195

Total Views (Real + Logic): 3882

Total Downloads (simulated): 1981

Publish Date: 2016 01, Wed

Monthly Totals (Real + Logic):

Month 1: 55 views
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Total Views: 3882

Total Downloads: 1981

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