含摩擦接触的准静态界面损伤模型——在钢筋混凝土结构中的应用

R. Vodička, Filip Kšiňan
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引用次数: 1

摘要

提出了一种用于各种材料复合结构数值分析的模型。求解的数学概念是基于沿界面发生的脱粘过程的准静态演化。考虑结构的弹性能所代表的蓄能和由于损伤过程、界面处的塑性滑移或摩擦引起的耗散,以能量的形式表示。数值解包括一个半隐式时间步进过程,依赖于将当前时间步长的整个问题分解为递归求解的两个变分性质的问题。空间离散化包括对称伽辽金边界元法,用于获取存储能量,并结合递归问题的变分特性,计算其梯度,用于非线性规划算法中寻找时间演化解。以土木工程中经常遇到的钢-混凝土界面为例,进行了数值计算,以评估模型在工程实践中的适用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A quasi-static interface damage model with frictional contact – applications to steel reinforced concrete structures
A model for numerical analysis of compound structures made of various materials is presented. The mathematical concept of solution is based on quasi-static evolution of debonding processes occurring along the interface. It is formulated in terms of energies considering the stored energy represented by the elastic energy of the structures and dissipation due to damage processes, plastic slip at the interface or friction. The numerical solution includes a semi-implicit time stepping procedure, relying on splitting of the whole problem at a current time step into two problems of variational nature solved recursively. The space discretisation includes Symmetric Galerkin Boundary Element Method used to obtain the stored energies, and, in combination with the variational character of the recursive problems, also to calculate its gradients to be utilized in non-linear programming algorithms for finding the timeevolving solution. Numerical results are demonstrated for a steel-concrete interface frequently met in civil engineering applications to assess the model applicability in engineering practice.
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