Numerical analysis on corrosion and mechanical performance of shear stud connector in concrete

Author:

Tu Xi,Wu Ye

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

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

Reference41 articles.

1. Behavior of Steel-Concrete Composite Beams with Corroded Shear Studs Under Negative Bending Moment, 4th International Conference on the Durability of Concrete Structures;Chen,2014

2. Condition assessment and repair – Part 1: an existing composite concrete slab and steel beam framed parking structure;Stuart;Structure,2012

3. Capacity loss due to corrosion in steel 2010;girder bridges;Kayser;J. Struct. Eng.,1989

4. Mechanical behavior of a composite box bridge used for 40 years;Yamaguchi;Procedia Eng.,2011

5. Corrosion development of carbon steel grids and shear connectors in cracked composite beams exposed to wet-dry cycles in chloride environment;Xue;Materials (Basel, Switzerland),2018

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