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根据 7根高强混凝土受压弯剪构件的斜截面破坏试验 ,研究了斜截面破坏的特征及规律。在试验分析的基础上 ,总结了破坏规律 ,并对《混凝土结构设计》规范 (GBJ 10 89)及《高强混凝土结构设计指南》中的相应公式及条文进行了讨论。
According to the failure test of oblique section of seven high strength concrete members under compression, the characteristics and regularity of the failure of oblique section are studied. Based on the experimental analysis, the rules of failure are summarized and the corresponding formulas and provisions in the “Code for Design of Concrete Structures” (GBJ 10 89) and “Guide for Design of High Strength Concrete Structures” are discussed.