Shear Strength and Moment-Shear Interaction in Steel-Concrete Composite Beams
Author:
Affiliation:
1. Lecturer, Institute for Infrastructure and Environment, Heriot-Watt Univ., Edinburgh EH14 4AS, U.K. (corresponding author).
2. Professor, Centre for Infrastructure Engineering and Safety, Univ. of New South Wales, Sydney, NSW 2052, Australia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001008
Reference28 articles.
1. TENSION-FIELD ACTION IN COMPOSITE PLATE GIRDERS.
2. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete.” ACI 318-11 ACI Committee 318 Structural Building Code Farmington Hills MI.
3. American Institute of Steel Construction. (2010). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.
4. ASTM. (2012). “Standard test method for compressive strength of cylindrical concrete specimens.”C39/C39M West Conshohocken PA.
5. Steel–concrete composite plate girders subject to combined shear and bending
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