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arXiv 0811.2776cond-mat.mtrl-sci
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混凝土破坏模型的损伤塑性方法

On a damage-plasticity approach to model concrete failure

Peter Grassl

摘要:

提出了一个描述素混凝土断裂的损伤塑性本构模型。两种方法,局部模型,包括软化模量的调整和非局部模型的基础上的空间平均的历史变量,被施加到分析的混凝土棒进行单轴拉伸和三点弯曲试验。网格尺寸的影响和分解成损伤和塑性组件进行了讨论。结果表明,对于研究的两个例子,这两种方法的结果在网格无关的结果。然而,非局部模型,它依赖于历史变量的空间平均,表现出相对于边界条件的敏感性,这需要进一步的研究。

英文摘要:

A damage-plasticity constitutive model for the description of fracture in plain concrete is presented. Two approaches, the local model comprising the adjustment of the softening modulus and the nonlocal model based on spatial averaging of history variables, are applied to the analysis of a concrete bar subjected to uniaxial tension and to a three-point bending test. The influence of mesh size and the decomposition into damage and plasticity components are discussed. It is shown that for the two examples studied, both approaches result in mesh-independent results. However, the nonlocal model, which relies on spatial averaging of history variables, exhibits sensitivity with respect to boundary conditions, which requires further studies.

机构、总结、中文摘要均由AI分析而来,可能存在错误,请以论文正文为准。

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