JZUS - Journal of Zhejiang University SCIENCE

Journal of Zhejiang University SCIENCE A 2013 Vol.14 No.2 P.120-136

Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel*

Author(s): Jin-seong Lim, Tae-soo Kim, Seung-hun Kim
Affiliation(s): . Department of Architectural Engineering, Hanbat National University, Daejeon 305-719, Korea
Corresponding email(s): tskim@hanbat.ac.kr
Key Words: Cold-formed ferritic stainless steel, Bolted connection, Bolt arrangement, End distance, Curling, Strength reduction

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Jin-seong Lim, Tae-soo Kim, Seung-hun Kim. Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel[J]. Journal of Zhejiang University Science A, 2013, 14(2): 120-136.

@article{title="Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel",
author="Jin-seong Lim, Tae-soo Kim, Seung-hun Kim",
journal="Journal of Zhejiang University Science A",
volume="14",
number="2",
pages="120-136",
year="2013",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1100316"
}

%0 Journal Article
%T Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel
%A Jin-seong Lim
%A Tae-soo Kim
%A Seung-hun Kim
%J Journal of Zhejiang University SCIENCE A
%V 14
%N 2
%P 120-136
%@ 1673-565X
%D 2013
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1100316

TY - JOUR
T1 - Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel
A1 - Jin-seong Lim
A1 - Tae-soo Kim
A1 - Seung-hun Kim
J0 - Journal of Zhejiang University Science A
VL - 14
IS - 2
SP - 120
EP - 136
%@ 1673-565X
Y1 - 2013
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1100316

Abstract
Chinese Summary
Academic Network
Reviewer Comment

Abstract: This paper is focused on the structural behavior of the single shear bolted connections with thin-walled ferritic stainless steel. The purpose of this study is to investigate the ultimate behaviors, such as ultimate strength and fracture mode of the single shear bolted connections of thin-walled ferritic stainless steel (low cost steel) rather than austenitic stainless steel (high cost steel). bolt arrangement and end distance parallel to the direction of applied load are considered as main variables of the test specimens for bolted connections. Specimens have a constant dimension of edge distance perpendicular to the loading direction, bolt diameter, pitch, and gauge. A monotonic tensile test for specimens has been carried out and some bolted connections with long end distance showed curling (out of plane deformation) occurrence which led to strength reduction. The ultimate behaviors such as fracture mode, ultimate strength are compared with those predicted by current design codes. Further, conditions of curling occurrence and the strength reduction due to curling are investigated and modified strength equations are suggested considering the curling effect.

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References

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