Flexural behavior of 15-year-old full-scale hollow slab beams strengthened with fiber-reinforced composites-Reference-Cited by-同舟云学术

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Flexural behavior of 15-year-old full-scale hollow slab beams strengthened with fiber-reinforced composites

Published:2023-12 Issue: Volume:19 Page:e02545
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Yang Jun,Yu Jian,Zhang Zhongya^ORCID,Zou Yang,Chen Rui,Zhou Jianting,Li Baojun

Funder

National Natural Science Foundation of China

Natural Science Foundation of Chongqing Municipality

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference54 articles.

1. Experimental investigation of shear performance of existing PC hollow slab;Di;Eng. Struct.,2020

2. Internal transverse reinforcement configuration effect of EB/NSE-FRCM shear strengthening of RC deep beams;Wakjira;Compos. Part B Eng.,2019

3. Long-term behaviors of concrete under low-concentration sulfate attack subjected to natural variation of environmental climate conditions;Zhang;Cement and Concrete Research,2019

4. FRP strengthening of 60 year old pre-stressed concrete bridge deck units;Wall;Eng. Struct.,2017

5. Strengthening double curved arch bridges by using extrados section augmentation method;Kang;Constr. Build. Mater.,2013

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1. Behavior of Existing Box Beams Repaired with High-Strength Mortar Layer and Ultra-High-Performance Concrete (UHPC) Overlay: Experimental, Numerical, and Theoretical Investigations;Buildings;2024-07-05

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