Experimental and numerical studies of stainless steel angle-to-plate connections

This paper presents experimental and numerical studies of stainless steel angle-to-plate connections failing by net section fracture. Tension tests were conducted on 16 austenitic stainless steel angle-to-plate connections, with each consisting of an equal-leg or unequal-leg angle section member bol...

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Bibliographic Details
Main Authors: Jiang, Ke, Zhao, Ou
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/161915
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Institution: Nanyang Technological University
Language: English