Changing bolt arrangement and their effect on bearing capacity of single shear connections

The objectives of this paper are base characteristics of single-shear joints in elements of agglomerated wood. These characteristics (deformation and embedment strength) are determined on the basis of destructive laboratory testing (proceeded according to valid standards for destructive laboratory testing). Second part of this paper describes comparison of numerically and laboratory determined bearing capacity of these joints.

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The Bearing Capacity of Agglomerated Wood Joints

Applied Mechanics and Materials ◽

10.4028/www.scientific.net/amm.470.1077 ◽

2013 ◽

Vol 470 ◽

pp. 1077-1080

Author(s):

Kristyna Vavrusova

Keyword(s):

Bearing Capacity ◽

Laboratory Testing ◽

Solid Wood ◽

Single Shear

The aim of this paper is in determination of nail bearing capacity in single-shear 4-nails joints of timber-cement boards of selected thicknesses bonded with middle solid wood (spruce) element on the base of destructive laboratory testing according to valid standards [1, 2]. The article also includes comparison with bearing capacity calculated according to Eurocodes [.

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Tilt bearing capacity of single-shear single-row bolted connections in cold-formed steel

Insights and Innovations in Structural Engineering, Mechanics and Computation ◽

10.1201/9781315641645-203 ◽

2016 ◽

pp. 1241-1245

Author(s):

M Uz ◽

L Teh

Keyword(s):

Bearing Capacity ◽

Bolted Connections ◽

Single Row ◽

Cold Formed Steel ◽

Single Shear

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An Experimental Study on Structural Behaviours of Single Shear Cold-Formed Stainless Steel Bolted Connections with Two Bolts

Key Engineering Materials ◽

10.4028/www.scientific.net/kem.452-453.617 ◽

2010 ◽

Vol 452-453 ◽

pp. 617-620 ◽

Cited By ~ 3

Author(s):

Tae Soo Kim ◽

Min Seung Kim ◽

Sung Woo Shin

Keyword(s):

Stainless Steel ◽

Ultimate Strength ◽

Life Cycle Cost ◽

Plane Deformation ◽

Plate Thickness ◽

Bolted Connections ◽

Out Of Plane ◽

End Distance ◽

Bolt Arrangement ◽

Single Shear

The application of stainless steel in buildings has been increased gradually with excellent life cycle cost for ensuring the sustainability in structures for the reduction of green house gas emission. Especially, the purpose of this paper is to investigate the structural behaviors such as ultimate strength, fracture mode and out of plane deformation, i.e., curling of single shear bolted connection of cold-formed austenitic stainless steel with two bolts (2×1 bolt arrangement). Plate thickness and end distance parallel to the direction of applied force are considered as main variables. The curling was also observed in the bolted connections with a long end distance and edge distance as the previous researches. Curling occurrence resulted in the change of fracture modes in connections with same bolt arrangement and end distance and ultimate strength reduction.

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