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Effect of CFRP plate length strengthening continuous steel beam

โœ Scribed by Majid Mohammed Ali Kadhim


Book ID
113553339
Publisher
Elsevier Science
Year
2012
Tongue
English
Weight
793 KB
Volume
28
Category
Article
ISSN
0950-0618

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Existing experimental studies showed that the reinforced concrete (RC) beams strengthened with prestressed carbon fiber-reinforced polymer (CFRP) plates had three possible flexural failure modes (including the compression failure, tension failure and debonding failure) according to the CFRP reinforc