Experimental and theoretical study on flexural behavior of prestressed concrete beams strengthened by CFRP tendons with external unbonded retrofit system-Reference-Cited by-同舟云学术

Experimental and theoretical study on flexural behavior of prestressed concrete beams strengthened by CFRP tendons with external unbonded retrofit system

Published:2024-07 Issue: Volume:89 Page:109301
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Chen Longlong,Qiang Xuhong^ORCID,Sun Peiyu,Zhang Shiyou,Jiang Xu

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference56 articles.

1. Experimental study on the seismic performance of prestressed concrete beams under low-cycle reciprocating load and simulated acid rain corrosion environment;Xu;Construct. Build. Mater.,2023

2. Long-term behavior of prestressed concrete industrial buildings in chloride-based industrial environments;Wang;J. Build. Eng.,2023

3. A new empirical model for residual flexural capacity of corroded post-tensioned prestressed concrete beams;Lu;Structures,2021

4. Research on Precast roof truss of prestressed concrete square pile;Bin Liu;Appl. Mech. Mater.,2014

5. Reliability analysis of deflection control of prestressed concrete crane beam;Hu;IOP Conf. Ser. Earth Environ. Sci.,2021

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