首页|期刊导航|哈尔滨工业大学学报(英文版)|Flexural behavior of composite beams after the ultimate limit state externally strengthened with CFRP sheets bonded with high-temperature resistant matrix

Flexural behavior of composite beams after the ultimate limit state externally strengthened with CFRP sheets bonded with high-temperature resistant matrixOA

Flexural behavior of composite beams after the ultimate limit state externally strengthened with CFRP sheets bonded with high-temperature resistant matrix

英文摘要

In this paper the alkali-activated slag cementitious materials(AASCM)which strength at 600 ℃ is larger than that of AASCM at room temperature,were prepared to paste CFRP sheets to strengthen four simply supported unbonded prestressed composite beams encased circular steel tube truss after ultimate limit state.Test on flexural behavior of these four beams was performed.Moreover,normal section load-bearing capacity of these beams and the curve load-deflection …查看全部>>

CHEN Wei-hong;ZHENG Wen-zhong

土木建筑

alkali-activated slag cementitious materialshigh-temperature resistanceCFRP sheetsstrengtheningcomposite beam

alkali-activated slag cementitious materialshigh-temperature resistanceCFRP sheetsstrengtheningcomposite beam

《哈尔滨工业大学学报(英文版)》 2010 (5)

碳纤维布加固混凝土受弯构件抗火性能与抗火设计方法

679-683,5

Sponsored by the Changjiang Scholars Program of China(Grant No.2009-37)and the National Natural Science Foundation of China(Grant No.50678050).

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