Flexural behavior of composite beams after the ultimate limit state externally strengthened with CFR

来源 :Journal of Harbin Institute of Technology | 被引量 : 0次 | 上传用户:nihaoyuyue2009
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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 encas
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