吴智敏, 赵国藩. 混凝土非线性断裂韧度 GIc及其尺寸效应[J]. 工程力学, 1995, 12(4): 9-16.
引用本文: 吴智敏, 赵国藩. 混凝土非线性断裂韧度 GIc及其尺寸效应[J]. 工程力学, 1995, 12(4): 9-16.
Wu Zhimin, Zhao Guofan. NONLINEAR FRACTURE TOUGHNESS GIc OF CONCRETE AND ITS SIZE EFFECT[J]. Engineering Mechanics, 1995, 12(4): 9-16.
Citation: Wu Zhimin, Zhao Guofan. NONLINEAR FRACTURE TOUGHNESS GIc OF CONCRETE AND ITS SIZE EFFECT[J]. Engineering Mechanics, 1995, 12(4): 9-16.

混凝土非线性断裂韧度 GIc及其尺寸效应

NONLINEAR FRACTURE TOUGHNESS GIc OF CONCRETE AND ITS SIZE EFFECT

  • 摘要: 就混凝土而言,在裂缝失稳扩展前,由于裂缝尖端的微裂区而产生非线性变形并伴有裂缝的亚临界扩展。这种非线性变形与亚临界扩展,使混凝土材料在断裂前吸收更多的能量。本文从试验得出的荷载-位移的非线性曲线出发,求得了材料抵抗裂缝扩展的非线性断裂韧度 GIc,并探讨了试件缝高比及高度对 GIc的影响。

     

    Abstract: As far as concrete is concerned, before the unstable propagation of crack, nonlinear deformation has been produced because of microcracks at crack tip and accompanied with prepropagation of crack. The nonlinear deformation and prepropagation make concrete absorb much more energy before fracture. In this paper, the nonlinear fracture toughness GIc which resists the crack propagation is obtained from the nonlinear load-displacement curve in experiments. The influences of notched length to specimen height ratio and the specimen height on GIc are investigated.

     

/

返回文章
返回