Discussions and Closures
Apr 8, 2020

Discussion of “Bolted Shear Connection of FRP-Concrete Hybrid Beams” by Xingxing Zou, Peng Feng, and Jingquan Wang

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Publication: Journal of Composites for Construction
Volume 24, Issue 3

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References

ASCE. 2010. Pre-standard for load and resistance factor design (LRFD) of pultruded fiber reinforced polymer (FRP) structures. Arlington, VA: American Composites Manufacturers Association.
CEN (European Committee for Standardization). 2005. High-strength structural bolting assemblies for preloading, part 2. EN 14399-2. Brussels, Belgium: CEN.
Fastenal. 2005. Technical reference guide. S7028. Winona, MN: Fastenal
Hassan, N. K., M. A. Mohamedien, and S. H. Rizkalla. 1996. “Finite element analysis of bolted connections for PFRP composites.” Composites Part B 27 (3–4): 339–349.
Lee, Y.-G., E. Choi, and S.-J. Yoon. 2015. “Effect of geometric parameters on the mechanical behavior of PFRP single bolted connection.” Composites Part B 75: 1–10.
Ungkurapinan, N. 2000. “A study of joint slip in galvanized bolted angle connections.” M.S. thesis, Dept. of Civil and Geological Engineering, Univ. of Manitoba.
Ungkurapinan, N., S. R. D. S. Chandraleerthy, R. K. N. D. Rajapakse, and S. B. Yue. 2003. “Joint slip in steel electric transmission towers.” Eng. Struct. 25 (6): 779–788.
Yaghoobi, S., and A. Shooshtari. 2018. “Joint slip formulation based on experimental results in wind turbine lattice towers.” J. Struct. Eng. 144 (6): 04018058. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002023.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 24Issue 3June 2020

History

Received: Sep 13, 2018
Accepted: Feb 26, 2019
Published online: Apr 8, 2020
Published in print: Jun 1, 2020
Discussion open until: Sep 8, 2020

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Lecturer, School of Architecture Engineering, Nanjing Institute of Technology, Nanjing 211167, China. Email: [email protected]
Lecturer, College of Civil Engineering, Nanjing Technology Univ., Nanjing 211816, China (corresponding author). Email: [email protected]

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