Hybrid repair configurations with CFRP composites for recovering structural performance of steel-corroded beams
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- 作者：Rami H. Haddad rhaddad@just.edu.jo" class="auth_mail" title="E-mail the corresponding author
- 关键词：Corrosion ; Concrete beams ; Assessment ; Strengthening ; Repair ; Anchorages
- 刊名：Construction and Building Materials
- 出版年：2016
- 出版时间：15 October 2016
- 年：2016
- 卷：124
- 期：Complete
- 页码：508-518
- 全文大小：2807 K
文摘
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Corroded beams were repaired with CFRP strips and anchored with U-wrap CFRP sheets.
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The anchorage configuration promoted the flexural performance of corroded beams.
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Corrosion cracking undermined the efficiency of present anchorage by CFRP sheets.
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Concrete cover replacement had a limited impact on repair efficiency.