Finite-Element Modeling of Heat-Curved I-Girders

Author:

Sen Rajan1,Gergess Antoine N.2,Issa Camille3

Affiliation:

1. Samuel and Julia Flom Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, Tampa, FL 33620.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Balamand, Lebanon.

3. Chair, Dept. of Civil Engineering, Lebanese American Univ., Lebanon.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway bridges 16th Ed. Washington D.C.

2. American Association of State Highway and Transportation Officials (AASHTO). (2000). Guide for highway bridge fabrication with HPS70W steel Washington D.C.

3. Brockenbrough R. L. (1968). Investigation of heat-curved girders American Association of State Highway Officials Washington D.C. 209–253.

4. Criteria for heat-curving steel beams and girders.;Brockenbrough R. L.;J. Struct. Div., ASCE,1970

5. Theoretical stresses and strains from heat-curving.;Brockenbrough R. L.;J. Struct. Div., ASCE,1970

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Rheological modelling of residual stresses and deformations of plates during non-uniform cooling;International Journal of Mechanical Sciences;2007-12

2. Cold curving symmetric unstiffened I-girders;Journal of Constructional Steel Research;2005-04

3. Simplified Analysis of Heat-Curved Steel Girders;Transportation Research Record: Journal of the Transportation Research Board;2003-01

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