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首页> 外文期刊>International Journal for Numerical and Analytical Methods in Geomechanics >Micro-mechanical damage and rough crack closure in cementitious composite materials
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Micro-mechanical damage and rough crack closure in cementitious composite materials

机译:水泥基复合材料的微机械损伤和粗糙裂纹闭合

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摘要

A micro-mechanics based damage model is presented which uses the solution of an elastic body with penny-shaped cracks. The major new aspect of the work is the inclusion of a rough crack closure component in the model. The model uses a damage-surface, described in terms of transformed strain components. Inelastic strain components in each direction are computed by considering the total directional strains on an equivalent band of elastic material and then removing the elastic component. Details of the model implementation in a Mathcad sheet are given. The results from a series of single point simulations are given for uniaxial and biaxial tension and compression stress/strain paths. Each path is computed with the full model and with a damage only version of the model which does not simulate crack closure effects. It is shown that the incorporation of the rough contact component allows the model to reproduce dilatant post-peak behaviour in compression and to simulate, with reasonable accuracy, the shape of the biaxial strength envelope for cementitious composite materials.
机译:提出了一种基于微力学的损伤模型,该模型使用了具有一角形裂纹的弹性体的解。这项工作的主要新方面是在模型中包含了一个粗糙的裂纹闭合组件。该模型使用损坏表面,以变形的应变分量表示。通过考虑等效材料在弹性材料带上的总方向应变,然后去除弹性成分,可以计算出每个方向的非弹性应变分量。在Mathcad工作表中提供了模型实现的详细信息。给出了单轴和双轴拉伸和压缩应力/应变路径的一系列单点模拟结果。每条路径均使用完整模型和不模拟裂纹闭合效果的模型的仅损坏版本来计算。结果表明,粗糙接触分量的结合使模型能够再现压缩时的扩张峰后行为,并以合理的精度模拟水泥基复合材料的双轴强度包络线的形状。

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