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A time-domain finite element method for dynamic viscoelastic solution of layered-half-space responses under loading pulses

机译:加载脉冲作用下层半空间响应的动态粘弹性解的时域有限元方法

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摘要

This research develops a dynamic viscoelastic model, a Galerkin based time-domain finite element method, and computer program for simulating layered half-space responses under loading pulses. A combined Houbolt, central finite-difference (FD) and forward FD method is proposed for time discretization of acceleration and velocity to reduce time-step lengths. Compared to existing methods, the developed approach has advantages that it: (1) captures the coupled effects of material viscoelasticity, dynamics and system damping, which fosters understanding structural responses and material deformations: (2) is able to model temperature and space-dependent material properties. The model is implemented and validated for a multilayer pavement-soil structure. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本研究开发了动态粘弹性模型,基于Galerkin的时域有限元方法和计算机程序,用于模拟加载脉冲下的分层半空间响应。提出了一种组合的Houbolt,中心有限差分(FD)和正向FD方法来对加速度和速度进行时间离散化,以减少时间步长。与现有方法相比,该改进方法具有以下优点:(1)捕获材料粘弹性,动力学和系统阻尼的耦合效应,有助于理解结构响应和材料变形:(2)能够对温度和空间相关的模型进行建模材料特性。该模型已针对多层路面-土壤结构进行了实施和验证。 (C)2015 Elsevier Ltd.保留所有权利。

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