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高温后钢筋与混凝土的力学性能评述
杨建江1,慈 芳1,魏晓辉2
摘 要

杨建江1,慈  芳1,魏晓辉2
(1 天津大学建筑工程学院,天津300072; 2 中国石化集团洛阳石油化工工程公司,洛阳471003)

[摘要] 在高温(火灾)后,钢筋混凝土的结构和材料性能都将发生重要的变化,比如抗压强度、抗拉强度、弹性模量、粘结锚固性能损失等。本文主要就钢筋与混凝土经受高温后的力学性能及二者的粘结锚固性能进行综述与分析。
[关键词] 高温后;钢筋;混凝土

Summarization the behavior of reinforcement and concrete after high temperature
Yang Jianjiang1, Ci Fang1, Wei Xiaohui2
(1 School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2 Luoyang Petrochemical Engineering Corporation, Luoyang 471003, China)

Abstract: After high temperature, such as a fire, reinforced concrete undergoes a series of changes in its mechanical properties such as compressive strength, tensile strength and bond strength between the steel and concrete. Mechanical properties of reinforcement and concrete and bond-anchorage properties of bars in concrete are summarized and analyzed systematically.
Keywords: after high temperature; reinforcement; concrete

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