Effects of stirrups in spliced region on the bond strength of corroded splices in reinforced concrete (RC) beams
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference34 articles.
1. Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion;Lee;Cem. Concr. Res.,2002
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1. Effect of different configurations of end stirrups on the seismic performance of RC columns;Structures;2024-01
2. Experimental study on seismic behavior of RC beams confined by corroded stirrups;International Journal of Structural Integrity;2023-12-22
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4. Experimental study on the bond capacity of RC beams incorporating concrete strength, corrosion and loading rate;Structures;2023-07
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