scholarly journals Unconventional block shear failures of bolted connections in cold-reduced steel sheets

2013 ◽  
Vol 56 ◽  
pp. 567-571 ◽  
Author(s):  
Lip H. Teh ◽  
Veysel Yazici
Keyword(s):  
Bolted Connections ◽  
Steel Sheets ◽  
Block Shear ◽  
Shear Failures

Block shear failure of S275 and S690 steel angles with single-line bolted connections

2020 ◽  
Vol 170 ◽  
pp. 106068 ◽  
Author(s):  
Binhui Jiang ◽  
Michael C.H. Yam ◽  
Ke Ke ◽  
Angus C.C. Lam ◽  
Qingyang Zhao
Keyword(s):  
Shear Failure ◽  
Single Line ◽  
Bolted Connections ◽  
Block Shear ◽  
Steel Angles

Tension plane behavior in single-row bolted connections subject to block shear

1999 ◽  
Vol 49 (3) ◽  
pp. 225-239 ◽  
Author(s):  
James G Orbison ◽  
Mark E Wagner ◽  
William P Fritz
Keyword(s):  
Bolted Connections ◽  
Single Row ◽  
Block Shear

Block shear strength and behaviour of cold-reduced G450 steel bolted connections using DIC

2019 ◽  
Vol 157 ◽  
pp. 151-160 ◽  
Author(s):  
Bac V. Mai ◽  
Cao Hung Pham ◽  
Gregory J. Hancock ◽  
Giang D. Nguyen
Keyword(s):  
Shear Strength ◽  
Bolted Connections ◽  
Block Shear

Block Shear Behaviors of Angle Two-Bolted Connections with Austenitic Stainless Steel – Experiment and Finite Element Analysis

2013 ◽  
Vol 658 ◽  
pp. 350-353
Author(s):  
Tae Soo Kim ◽  
Min Seung Kim ◽  
Sung Woo Shin
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Stainless Steel ◽  
Austenitic Stainless Steel ◽  
Ultimate Strength ◽  
Strength Reduction ◽  
Test Results ◽  
Bolted Connections ◽  
Element Analysis ◽  
Block Shear

Since stainless steel has significant characteristics such as its superior corrosion resistance, durability, aesthetic appeal etc., it has been utilized as structural members in buildings. Recently, ultimate behaviors and curling influence in austenitic stainless steel single shear bolted connections with thin-walled plane plates have been investigated by T.S. Kim. In this paper, finite element analysis (FEA) has been conducted based on the existing test results of angle bolted connections in fabricated with austenitic stainless steel. The validation of the numerical analysis prediction was verified through the comparison of test results for fracture mode, ultimate strength and curling occurrence. Curling (out-of- plane deformation) also observed in the connections with a long end distance. The curling caused the ultimate strength reduction and the ultimate strength reduction ratios (varied from 12% to 25%) caused by curling have been estimated quantitatively through the comparison of FEA results of FE models with free edge and restrained curling.

scholarly journals Shear-Out Capacity of Bolted Connections in Cold-Reduced Steel Sheets

2020 ◽  
Vol 146 (4) ◽  
pp. 04020018 ◽  
Author(s):  
Haoyu Xing ◽  
Lip H. Teh ◽  
Zhengyi Jiang ◽  
Aziz Ahmed
Keyword(s):  
Bolted Connections ◽  
Steel Sheets
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