Structural Mechanical Characteristics of a Large Bolted Beam Reaction System and Its Modified Calculation Method-Reference-Cited by-同舟云学术

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Structural Mechanical Characteristics of a Large Bolted Beam Reaction System and Its Modified Calculation Method

Published:2022-01-27 Issue:1 Volume:22 Page:361-372
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Huang Feng,Zhang Ban^ORCID,Liu Xingchen,Xiang Jinyang,Wan Guoqing,Qu Miaodi

Funder

Innovative Research Group Project of the National Natural Science Foundation of China

Natural Science Foundation of Chongqing

State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13296-022-00579-1.pdf

Reference15 articles.

1. Abdelrahman, A. H. A., Liu, Y. P., & Chan, S. L. (2020). Advanced joint slip model for single-angle bolted connections considering various effects. Advances in Structural Engineering, 23(10), 2121–2135. https://doi.org/10.1177/1369433220906226

2. Guezouli, S., Kaing, S. S., & Lachal, A. (2015a). A simplified 2D model to study the contact–friction at the interfaces of steel–concrete composite beam-to-beam joint. Engineering Structures, 84, 76–88. https://doi.org/10.1016/j.engstruct.2014.11.023

3. Guo, H. C., Xie, Y., Liu, Y. H., & Yang, D. X. (2020). Study on mechanical behavior of Q690D high strength steel bearing-type bolted connections. Structures, 23, 588–601. https://doi.org/10.1016/j.istruc.2019.12.002

4. Haque, M. N., & Maki, T. (2019). Testal study on time-dependent deformation of hybrid steel–PRC beam with headed stud shear connections under sustained loading. Structures, 22, 327–340. https://doi.org/10.1016/j.istruc.2019.09.004

5. Kim, T. S., Hwang, B. K., & Lim, Y. C. (2020). Development on ultimate strength equation of ferritic stainless steel (STS430) two-bolted connection. Advances in Structural Engineering, 23(6), 1209–1223. https://doi.org/10.1177/1369433219891592

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