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Multiscale probabilistic modeling of a crack bridge in glass fiber reinforced concrete

机译:玻璃纤维混凝土中裂缝桥的多尺度概率建模

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摘要

The present paper introduces a probabilistic approach to simulating the crack bridging effects of chopped glassstrands in cement-based matrices and compares it to a discrete rigid body spring network model with semi-discreterepresentation of the chopped strands. The glass strands exhibit random features at various scales, which are takeninto account by both models. Fiber strength and interface stress are considered as random variables at the scaleof a single fiber bundle while the orientation and position of individual bundles with respect to a crack planeare considered as random variables at the crack bridge scale. At the scale of the whole composite domain, thedistribution of fibers and the resulting number of crack-bridging fibers is considered. All the above random effectscontribute to the variability of the crack bridge performance and result in size-dependent behavior of a multiplycracked composite.
机译:本文介绍了一种概率方法来模拟水泥基材料中短切玻璃丝的裂纹桥接效应,并将其与具有短切线半离散表示的离散刚体弹簧网络模型进行比较。玻璃丝在各种尺度上均表现出随机特征,两个模型均将其考虑在内。纤维强度和界面应力在单个纤维束的尺度上被认为是随机变量,而单个束相对于裂纹平面的取向和位置在裂纹桥尺度上被认为是随机变量。在整个复合材料域的规模上,考虑了纤维的分布以及由此产生的裂纹桥接纤维的数量。以上所有随机效应都有助于裂纹桥性能的变化,并导致多裂纹复合材料的尺寸依赖性。

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