Behavior of High-Strength Friction-Grip Bolted Shear Connectors in Sustainable Composite Beams

Author:

Liu Xinpei1,Bradford Mark A.2,Lee Michael S. S.3

Affiliation:

1. Research Associate, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia.

2. Scientia Professor and Australian Laureate Fellow, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia (corresponding author).

3. Ph.D. Student, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, 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

Reference38 articles.

1. ABAQUS 6.10.1 [Computer software]. Providence RI DassaultSystemèsSimulia.

2. Bradford M. A. and Pi Y.-L. (2012a). “Numerical modelling of deconstructable composite beams with bolted shear connectors.” Int. Conf. on Numerical Modeling Strategies for Sustainable Concrete Structures French Association of Civil Engineering (AFGC) Aix-en-Provence France 1–8.

3. Bradford M. A. and Pi Y.-L. (2012b). “Numerical modelling of composite steel-concrete beams for life cycle deconstructability.” 1st Int. Conf. on Performance-Based and Life-Cycle Structural Engineering Hong Kong Polytechnic Univ. Hong Kong.

4. Nonlinear elastic-plastic analysis of composite members of high-strength steel and geopolymer concrete;Bradford M. A.;Comput. Model. Eng. Sci.,2013

5. British Standards Institution. (2004). “Eurocode 4: Design of composite steel and concrete structures—Part 1.1: General rules and rules for building.” EN 1994-1-1 London.

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