Failure Modes and Bearing Capacity of High-Strength–Steel-Bearing-Type Bolted Connections-Reference-Cited by-同舟云学术

Failure Modes and Bearing Capacity of High-Strength–Steel-Bearing-Type Bolted Connections

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Di Jin¹,Xiao Bowen²,Li Yongqing³,Su Yi⁴,Zhang Qian⁵

Affiliation:

1. Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

2. Ph.D. Student, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

3. Ph.D. Student, CCCC First Highway Consultants Co., Ltd., No. 63 Keji 2nd Rd., High-tech Zone, Xi’an 710068, China.

4. Postdoctoral Associate, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

5. Xi’an Long-span Bridge Engineering Technology Co., Ltd., No.18 Keji Rd., High-tech Zone, Xi’an 710065, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12814

Reference22 articles.

1. Aalberg A. and P. K. Larsen. 2001. “Bearing strength of bolted connections in high strength steel.” In Proc. 9th Nordic Steel Construction Conf. 859–866. Tampere Finland: Tampere Univ. of Technology.

2. Aalberg A. and P. K. Larsen. 2002. “The effect of steel strength and ductility on bearing failure of bolted connections.” In Proc. 3rd European Conf. on Steel Structures 869–878. Coimbra Portugal: Universidad de Coimbra.

3. Thread effects on the stiffness of bolted shear connections

4. Experimental study on bearing capacity of Q460 high-strength steel bolted connections;Guo H. C.;China Civ. Eng. J.,2018

5. Finite element analysis of bolt shear connection bearing capacity of Q460 high strength steel;Guo H. C.;J. Xi’an Univ. Technol.,2017