Closure to “Bolted Shear Connection of FRP-Concrete Hybrid Beams” by Xingxing Zou, Peng Feng, and Jingquan Wang
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VIEW THE ORIGINAL ARTICLEAuthors: Xingxing Zou, S.M.ASCE [email protected], Peng Feng [email protected], and Jingquan Wang [email protected]Author Affiliations
Publication: Journal of Composites for Construction
Volume 24, Issue 3
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Acknowledgments
This work was supported by the National Natural Science Foundation of China (Grant No. 51678140). The authors would like to thank Dr. Hongwei Lin, Tsinghua University, for his contribution to the writing of this closure.
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.
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. https://doi.org/10.1016/1359-8368(95)00046-1.
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Journal of Composites for Construction
Volume 24 • Issue 3 • June 2020
Copyright
© 2020 American Society of Civil Engineers.
History
Received: May 10, 2019
Accepted: Oct 24, 2019
Published online: Apr 8, 2020
Published in print: Jun 1, 2020
Discussion open until: Sep 8, 2020
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Ph.D. Candidate, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409. Email: [email protected]
Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author). Email: [email protected]
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