Numerical study of steel–concrete composite beams strengthened by CFRP plates with prestressed unbonded reinforcement system
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
General Engineering,General Materials Science
Reference52 articles.
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2. Experimental and theoretical study on flexural behavior of prestressed concrete beams strengthened by CFRP tendons with external unbonded retrofit system;Journal of Building Engineering;2024-07
3. Load-bearing performance of a lightweight emergency bridge assembled by GFRP rectangular tubes with novel prestressed cable system;Case Studies in Construction Materials;2024-07
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