Bending behaviour of reinforced concrete T-beams damaged by overheight vehicle impact strengthened with ultra-high performance concrete (UHPC)-Reference-Cited by-同舟云学术

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Bending behaviour of reinforced concrete T-beams damaged by overheight vehicle impact strengthened with ultra-high performance concrete (UHPC)

Published:2024-12 Issue: Volume:21 Page:e03393
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Men Pengfei,Di Jin,Qin Fengjiang,Huang Shuai,Huang Zhipeng,Peng Xi

Publisher

Elsevier BV

Reference37 articles.

1. Flexural behavior of brittle RC members rehabilitated with concrete jacketing;Thermou;J. Struct. Eng.,2007

2. Design approach for flexural capacity of prestressed concrete beams with external tendons;Peng;J. Struct. Eng.,2018

3. Experimental study on damaged prestressed concrete beams using external post-tensioned tendons;Xue;Acids Struct. J.,2020

4. Strength and ductility of simple supported R/C beams retrofitted with steel plates of different width-to-thickness ratios;Rakgate;Eng. Struct.,2018

5. Studies on damage and FRP strengthening of reinforced concrete beams by vibration monitoring;Baghiee;Eng. Struct.,2009

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Macro-micro investigation on the coefficient of friction on the interface between steel and cast-in-place UHPC;Engineering Structures;2024-11

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