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Selecting a suitable specimen shape with low constraint value for determination of fracture parameters of cementitious composites

机译:选择低约束值的合适试样形状来确定水泥基复合材料的断裂参数

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The stress intensity factor and the T-stress describing the near-crack-tip fields for selected specimen shapes of a test geometry based on wedge splitting and three point bending tests with several variants of boundary conditions are computed using finite element software ANSYS. The test configuration in question is expected to be a convenient alternative to classical fracture tests (especially the tensile ones) for investigation of the quasi-brittle fracture of building materials, when low constraint is requested. These specimens are investigated within the framework of two-parameter fracture mechanics; near-crack-tip stress field parameters are determined and compared with those of the wedge splitting test due to their shape similarity. The sensitivity of the values of these parameters to the boundary conditions is also shown. Suitable choice of the shape of the specimens is discussed.
机译:使用有限元软件ANSYS,计算了基于楔形劈裂和具有多种边界条件的三点弯曲试验,描述了所选几何形状的试样几何形状的接近裂纹尖端场的应力强度因子和T应力。在要求低约束的情况下,预期的测试配置将是传统断裂测试(尤其是拉伸断裂测试)的便捷替代方法,用于研究建筑材料的准脆性断裂。这些标本是在两参数断裂力学的框架内进行研究的。确定了近裂纹尖端应力场参数,并将其形状相似性与楔裂测试中的参数进行了比较。还显示了这些参数的值对边界条件的敏感性。试样的形状的适当的选择进行了讨论。

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