混凝土微裂纹受单向拉伸应力作用的弹脆性静力破坏分析
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TU375 TU528.01

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Elastic_Brittle Fracture Analysis of Micro_Crackin Concrete Loaded by Stretching Stresses
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    摘要:

    混凝土是典型的受拉脆性材料,内部微裂纹的受荷扩展破坏是土木工程界十分关心的问题。本文采用裂纹线附近分析方法,从平衡方程和混凝土材料的破坏准则出发,对混凝土内受单向拉伸的I型微裂纹进行弹脆性静力破坏分析,得出了单向拉伸应力大小与微裂纹脆断长度之间的关系。

    Abstract:

    The concrete is a typical brittle material.The fracture and propagating failure of the micro-crack in loaded concrete are very important problem in civil engineering.In this paper,from the equilibrium differential equations and failure criterion,the elastic-brittle static fracture analysis of the plane stress micro-crack in concrete loaded by stretching stresses was done near crack line.The relations between the stretching stresses and the length of brittle fracture zone on the crack line were obtained.

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王成 邓安福.混凝土微裂纹受单向拉伸应力作用的弹脆性静力破坏分析[J].土木与环境工程学报(中英文),1999,21(2):66-69. Wang Cheng. Elastic_Brittle Fracture Analysis of Micro_Crackin Concrete Loaded by Stretching Stresses[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,1999,21(2):66-69.10.11835/j. issn.1674-4764.1999.02.014

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