Experimental Research on Impact Resistance of Partially Precast Concrete Beams-Reference-Cited by-同舟云学术

Experimental Research on Impact Resistance of Partially Precast Concrete Beams

Published:2022-08-01 Issue:9 Volume:26 Page:4038-4051
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Mao Huimin^ORCID,Yan Xueyuan^ORCID,Zong Chenchen,Lin Cihang,Liu Xuhong^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-022-0364-2.pdf

Reference34 articles.

1. Chung CH, Lee J, Gil JH (2014) Structural performance evaluation of a precast prefabricated bridge column under vehicle impact loading. Structure and Infrastructure Engineering 10:777–791, DOI: https://doi.org/10.1080/15732479.2013.767841

2. Cotsovos DM, Stathopoulos ND, Zeris CA (2008) Behavior of RC beams subjected to high rates of concentrated loading. Journal of Structural Engineering 134(12):1839–1851, DOI: https://doi.org/10.1061/(ASCE)0733-9445(2008)134:12(1839)

3. Das AS, Li B (2018) Simplified analytical models to predict low-velocity impact response of RC beams. Practice Periodical on Structural Design and Construction 23(2):04018002, DOI: https://doi.org/10.1061/(ASCE)SC.1943-5576.0000357

4. Fu YQ, Yu XL, Dong XL, Zhou FH (2020) Investigating the failure behaviors of RC beams without stirrups under impact loading. International Journal of Impact Engineering 137:103432, DOI: https://doi.org/10.1016/j.ijimpeng.2019.103432

5. GB 50010-2010 (2015) Code for design of concrete structures. GB50010–2010, Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Beijing, China

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