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Collapse Behavior of Composite Plate Girders Loaded in Shear

  • Published:2012-03 Issue:3 Volume:138 Page:318-326
  • ISSN:0733-9445
  • Container-title:Journal of Structural Engineering
  • language:en
  • Short-container-title:J. Struct. Eng.

Author:

Darehshouri S. F.123,Shanmugam N. E.123,Osman S. A.123

Affiliation:

1. Research Scholar, Dept. of Civil and Structural Engineering, Univ. Kebangsaan Malaysia, Bangi, Selangor, Malaysia.

2. Professor, Dept. of Civil and Structural Engineering, Univ. Kebangsaan Malaysia, Bangi, Selangor, Malaysia (corresponding author).,

3. Senior Lecturer, Dept. of Civil and Structural Engineering, Univ. Kebangsaan Malaysia, Bangi, Selangor, Malaysia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. TENSION-FIELD ACTION IN COMPOSITE PLATE GIRDERS.

2. American Concrete Institute (ACI). (2005). Building code requirements for structural concrete and commentary. ACI 318M-05 Detroit.

3. ANSYS. (2009). “User’s manual.” Version 11 Ansys.

4. Steel–concrete composite plate girders subject to combined shear and bending

5. Strength of plate girders in shear;Basler K.;J. Struct. Div.,1961
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