Effect of Unloading and Reloading on Bearing Strength of Unconfined Cold-Formed Steel Bolted Connections-Reference-Cited by-同舟云学术

Effect of Unloading and Reloading on Bearing Strength of Unconfined Cold-Formed Steel Bolted Connections

Published:2021-05 Issue:5 Volume:147 Page:04721002
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bhuiyan Refat A.¹^ORCID,Ahmed Aziz²^ORCID,McCarthy Timothy J.³^ORCID

Affiliation:

1. Ph.D. Candidate, Australian Research Council Research Hub for Australian Steel Manufacturing, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong 2522, Australia. ORCID:

2. Associate Research Fellow, Australian Research Council Research Hub for Australian Steel Manufacturing, Univ. of Wollongong, Wollongong 2522, Australia (corresponding author). ORCID: ..

3. Professor, Australian Research Council Research Hub for Australian Steel Manufacturing, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong 2522, Australia. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002968

Reference21 articles.

1. Thread effects on the stiffness of bolted shear connections

2. Ultimate bearing capacity of unconfined bolted connections in cold-formed steel members;Bhuiyan R. A.;J. Struct. Eng.

3. Carbon steel and stainless steel bolted connections undergoing unloading and re-loading processes

4. Ductility of 304 stainless steel under pulsed uniaxial loading

5. Experimental and theoretical analysis of shear bolted connections for tubular structures