Steel and Composite Structures

Volume 59, Number 4, 2026, pages 493-518

DOI: 10.12989/scs.2026.59.4.493

Special Issue

Block shear behaviour and design of bolted stainless steel angle connections

Youtian Wang , Yuchen Song , Yifan Zhou , Qun He , Yicen Liu

Abstract

Stainless steel angle sections are widely used in building structures due to their structural simplicity, efficiency in carrying axial forces, and excellent corrosion resistance. This study presents a comprehensive numerical study on the block shear behaviour and design of bolted stainless steel angle connections. An advanced FE simulation framework incorporating full-range constitutive model, fracture criterion, and material anisotropy was developed and validated against existing experimental results. Parametric analyses were then conducted considering different combinations of stainless steel grades (austenitic S304 and duplex S2205), bolt hole diameter, end and edge distances, bolt gauge and pitch distances, plate thickness, and the number of bolt lines and rows. The results showed that increasing the number of bolt rows, end distance, and pitch distance enhanced the ultimate tensile resistance by enlarging the effective shear area, while more bolt lines, larger gauge and edge distances improved the resistance through the increase of effective tensile area. In contrast, the outstanding leg width, bolt hole diameter and plate thickness had a limited influence on the normalised ultimate resistance. A consistent block shear failure mechanism was observed for all connections. Austenitic stainless steel specimens exhibited two failure modes, including tensile necking with shear cracking and tensile necking with shear yielding, whereas duplex stainless steel specimens showed only the tensile necking with shear yielding mode. Comparisons with existing international design standards revealed notable discrepancies. Therefore, a modified design approach was proposed to improve the accuracy of block shear resistance predictions for bolted stainless angle connections.

Key Words

block shear failure; bolted connections; design method; finite element modelling; stainless steel angles

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