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 Strength of Single Shear Four-Bolted Connections with Aluminum Alloys – Experiment and Design Strength Comparison

2012 ◽  
Vol 217-219 ◽  
pp. 386-389 ◽  
Author(s):  
Tae Soo Kim
Keyword(s):  
Shear Strength ◽  
Shear Fracture ◽  
Plane Deformation ◽  
Plate Thickness ◽  
Bolted Connections ◽  
Direction Parallel ◽  
Alloy Plate ◽  
Block Shear ◽  
End Distance ◽  
Single Shear

Experiments have been carried out to investigate the ultimate behaviors of single shear bolted connections assembled with four bolts (2 rows×2 columns bolt arrangement) under shear and aluminum alloy plate. End distance parallel to the direction of applied load is considered as main variables. All specimens failed in block shear fracture and curling (out of plane deformation) in the direction parallel to plate thickness was also observed for some bolted connections with a long end distance. The curling led to sudden ultimate strength reduction and test strength was compared with the block shear strength predicted by current design specifications.

scholarly journals Effect of Low Temperatures on the Block Shear Strength of Norway Spruce Glulam Joints

BioResources ◽  
2016 ◽  
Vol 11 (4) ◽  
Author(s):  
Xiaodong Wang ◽  
Jonathan Björnberg ◽  
Olle Hagman ◽  
Sheikh Ali Ahmed ◽  
Hui Wan ◽  
...  
Keyword(s):  
Shear Strength ◽  
Norway Spruce ◽  
Low Temperatures ◽  
Block Shear

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
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