Parametric study on the behavior of short span composite bridge girders strengthened with carbon fiber reinforced polymer plates-Reference-Cited by-同舟云学术

Parametric study on the behavior of short span composite bridge girders strengthened with carbon fiber reinforced polymer plates

Published:2008-05 Issue:5 Volume:22 Page:729-737
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Al-Saidy A.H.,Klaiber F.W.,Wipf T.J.,Al-Jabri K.S.,Al-Nuaimi A.S.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Assessment of the behavior of strengthened concrete structural elements;Etman;First international conference on civil engineering, Cairo Egypt,1998

2. Federal Highway Administration (FHWA), . Washington, DC; 2001.

3. Repair of steel composite beams with carbon fiber reinforced polymer plates;Al-Saidy;ASCE J Compos Constr,2004

4. Hognestad E. A study of combined bending and axial load in reinforced concrete members. Bulletin No. 399. University of Illinois Engineering Experimental Station; 1951.

5. Standard specifications for highway bridges;AASHTO,1996

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