三维柔性和刚性路面在移动荷载作用下的动力响应模型和方法:典型实例综述

Edmond V. Muho , Niki D. Beskou , Jiang Qian
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引用次数: 0

摘要

本文综述了在基于连续体的三维模型和线性理论的框架下确定路面对移动车辆荷载的动态响应的模型和方法。本文着重介绍了现有文献中最具代表性的模型和分析方法,并通过数值实例加以说明。因此,这里详细介绍了13个这样的例子。柔性和刚性(混凝土)路面模型涉及简单和复杂的情况下,有关几何和材料的行为被考虑。因此,具有各向同性或交叉各向异性和弹性、粘弹性或孔弹性性质的均匀或分层半空间被考虑在内。将车辆建模为简单的点荷载或分布荷载或离散的弹簧-质量-阻尼系统,以恒定或变速度运动。上述路面-车辆系统的动力响应采用解析/数值或纯数值方法求解。解析/数值方法主要与傅里叶变换或复傅里叶级数有关的空间和时间。纯数值方法包括时域和频域的有限元法和边界元法。重点讨论了各种路面-车辆模型及其分析方法的优缺点,并通过参数研究确定了主要参数对路面响应的影响,并给出了实例。最后,本文给出了结论,并对未来的研究提出了建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Models and methods for dynamic response of 3D flexible and rigid pavements to moving loads: A review by representative examples
This work reviews models and methods for determining the dynamic response of pavements to moving vehicle loads in the framework of continuum-based three dimensional models and linear theories. This review emphasizes the most representative models and methods of analysis in the existing literature and illustrates all of them by numerical examples. Thus, 13 such examples are presented here in some detail. Both flexible and rigid (concrete) pavement models involving simple and elaborate cases with respect to geometry and material behavior are considered. Thus, homogeneous or layered half-spaces with isotropic or cross-anisotropic and elastic, viscoelastic or poroelastic properties are considered. The vehicles are modeled as simple point or distributed loads or discrete spring-mass-dashpot system moving with constant or variable velocity. The dynamic response of the above pavement-vehicle systems is obtained by analytical/numerical or purely numerical methods of solution. Analytical/numerical methods have mainly to do with Fourier transforms or complex Fourier series with respect to both space and time. Purely numerical methods involve the finite element method (FEM) and the boundary element method (BEM) working in time or frequency domain. Critical discussions on the advantages and disadvantages of the various pavement-vehicle models and their methods of analysis are provided and the effects of the main parameters on the pavement response are determined through parametric studies and presented in the examples. Finally, conclusions are provided and suggestions for future research are made.
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