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Geo-membrane Strength and Failure Analysis of Dumping Large Geo-container

机译:倾倒大型土工容器的土工膜强度及破坏分析

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摘要

Kinetic equation of dumping geo-container is considered, ALE dynamic mesh technique of finite element is applied, and strength and failure problem in the process of geo-container hitting the bottom is discussed. The finite element model of dynamic meshing is established, and the motion state, stress and strain of the geo-membrane of the large geo-container during the process of dumping are analyzed and calculated. By comparing with the results of the flume model experiment and dynamics calculation, the results verify the FEM model of fluid-structure coupled dumping geo-container; during the dumping, the tensile stress on the geo-membrane is the largest at the first 0.24 seconds after the geo-container hitting the bottom, and the maximum is 6.936 MPa at node 397 in the geo-container; after the failure analysis of the geo-membrane, the breaking strength is 27.050 MPa, which is less than the allowable strength, and meets with the strength requirements.
机译:考虑倾倒土工容器的动力学方程,应用有限元ALE动态网格技术,讨论了土工容器触底过程中的强度和破坏问题。建立了动态​​网格划分的有限元模型,分析并计算了大型土工容器在倾倒过程中的运动状态,应力和应变。通过与水槽模型试验和动力学计算结果的比较,验证了流固耦合倾倒式土工容器的有限元模型。在倾卸过程中,土工膜撞击底部后的前0.24秒,土工膜上的拉应力最大,土工膜的节点397处的最大应力为6.936 MPa。经土工膜破坏分析,断裂强度为27.050 MPa,小于允许强度,符合强度要求。

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