Experimental and numerical study on reduction coefficient of the shear capacity of austenitic long stainless-steel bolted connections

Author:

Zhao Jun,Wang Zhuang,Peng Yang,Liu Xuan,Dong Jun

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Structural behavior of cold-formed stainless-steel bolted connections;Cai;Thin-Walled Struct,2014

2. Bearing resistance design of stainless-steel bolted connections at ambient and elevated temperatures;Cai;Int J Steel Struct,2018

3. Experimental investigation of carbon steel and stainless-steel bolted connections at different strain rates;Cai;Int J Steel Struct,2019

4. Experimental behaviour and fracture prediction of austenitic stainless-steel bolts under combined tension and shear;Song;J Constr Steel Res,2020

5. Structural behaviour of cold-formed stainless-steel bolted connections at post-fire condition;Cai;J Constr Steel Res,2019

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