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A refined description of the crack tip stress field in wedge-splitting specimens – a two-parameter fracture mechanics approach

机译:楔形劈裂试样中裂纹尖端应力场的精确描述-两参数断裂力学方法

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摘要

The paper is focused on a detailed numerical analysis of the stress field in specimens used for the wedge splitting test (WST) which is an alternative to the classical fracture tests (bending, tensile) within the fracture mechanics of quasi-brittle building materials, particularly cementitious composites. The near-crack-tip stress field in the WST specimen is described by means of constraint-based two-parameter fracturemechanics in the paper. Different levels of constraint in the vicinity of the crack tip during fracture process through the specimen ligament are characterized by means of the T -stress. Two basic shapes ofWST specimen – the cube-shaped and the cylinder-shaped one – are investigated and the determined near-crack-tip stress field parameters are compared to those of compact tension (CT) specimens according to the ASTM standard for classical and round geometry. Particular attention is paid to the effect of the compressive component of the loading force (complementing the splitting force) acting on the loaded side of the specimen and its reaction from the opposite part of the specimen on the stress field in the cracked body. Several variants of boundary conditions on the bottom side of the specimen used for this kind of testing procedure are also considered. The problem is solved numerically by means of the finite element method and results are compared with data taken from the literature.
机译:本文着重于对楔形劈裂测试(WST)所用试样的应力场进行详细的数值分析,这是准脆性建筑材料的断裂力学中传统断裂测试(弯曲,拉伸)的替代方法,特别是水泥基复合材料。本文通过基于约束的两参数断裂力学描述了WST试样中的近裂纹尖端应力场。在通过试样韧带的断裂过程中,裂纹尖端附近的不同程度的约束通过T应力来表征。研究了WST试样的两个基本形状-立方体形和圆柱形-并将确定的近裂纹尖端应力场参数与根据ASTM标准的经典和圆形标准的紧凑张力(CT)试样进行比较几何。特别要注意的是,加载力的压缩分量(与分裂力互补)作用在试样的加载侧上,以及其从试样的相对部分对裂纹体的应力场的反应。还考虑了用于这种测试程序的样本底部的边界条件的几种变体。通过有限元方法对问题进行了数值求解,并将结果与​​文献数据进行了比较。

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