Effect of prestressing force on flexural behavior of unbonded prestressed concrete beams strengthened by CFRP sheets
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This paper presents an experimental study on the effect of prestressing force on the flexural behavior of unbonded prestressed concrete (UPC) strengthened by Carbon fiber reinforced polymer (CFRP) sheets. The testing program was carried out on nine large-scale UPC rectangular beams.
Nội dung trích xuất từ tài liệu:
Effect of prestressing force on flexural behavior of unbonded prestressed concrete beams strengthened by CFRP sheets
Nội dung trích xuất từ tài liệu:
Effect of prestressing force on flexural behavior of unbonded prestressed concrete beams strengthened by CFRP sheets
Tìm kiếm theo từ khóa liên quan:
Civil engineering Flexural strength Unbonded prestressed concrete Prestressing force CFRP sheets Strengthening effectivenessGợi ý tài liệu liên quan:
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