Flexural behavior of circular concrete filled steel tubes (CFST) under sustained load and chloride corrosion-Reference-Cited by-同舟云学术

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Flexural behavior of circular concrete filled steel tubes (CFST) under sustained load and chloride corrosion

Published:2016-10 Issue: Volume:107 Page:182-196
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Hou Chuan-Chuan,Han Lin-Hai,Wang Qing-Li,Hou Chao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: members;Han;J Constr. Res.,2014

2. Recent Progress in the modeling of corrosion of structural steel immersed in Seawaters;Melchers;J. Infrastruct. Syst.,2006

3. Modelling of pitting corrosion in marine and offshore steel structures – a technical review;Bhandari;J. Loss Prev. Proc.,2015

4. Effect of corrosion severity on the ultimate strength of a steel box girder;Saad-Eldeen;Eng. Struct.,2013

5. Influence of corrosion on the ultimate compressive strength of steel plates and stiffened panels;Sultana;Thin-Walled Struct.,2015

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