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An analytical model for crack monitoring of the shape memory alloy intelligent concrete

机译:形状记忆合金智能混凝土裂缝监测的解析模型

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摘要

A theoretical model for the crack monitoring of the shape memory alloy intelligent concrete is presented in this work. The mechanical properties of shape memory alloy materials are first given by the experimental test. The one-dimensional constitutive model of the shape memory alloys is reviewed by degenerating from a three-dimensional model, and the behaviors of the shape memory alloys under different working conditions are then discussed. By combining the electrical resistivity model and the one-dimensional shape memory alloy constitutive model, the crack monitoring model of the shape memory alloy intelligent concrete is given, and the relationships between the crack width of the concrete and the electrical resistance variation of the shape memory alloy materials for different crack monitoring processes of shape memory alloy intelligent concrete are finally presented. The numerical results of the present model are compared with the published experimental data to verify the correctness of the model.
机译:提出了一种形状记忆合金智能混凝土裂缝监测的理论模型。首先通过实验测试给出形状记忆合金材料的机械性能。通过从三维模型退化,回顾了形状记忆合金的一维本构模型,然后讨论了形状记忆合金在不同工作条件下的行为。通过将电阻率模型与一维形状记忆合金本构模型相结合,给出了形状记忆合金智能混凝土的裂缝监测模型,并给出了混凝土裂缝宽度与形状记忆电阻变化之间的关系。最后提出了用于形状记忆合金智能混凝土不同裂纹监测过程的合金材料。将本模型的数值结果与已发布的实验数据进行比较,以验证模型的正确性。

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