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Comparison of Two Typical Professional Programs for Mechanical Analysis of Interlayer Bonding of Asphalt Pavement Structure

机译:沥青路面结构中间层粘接力学分析两种典型专业课程的比较

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The mechanical analysis of interlayer bonding problem of asphalt pavement is performed by the elastic layered system theory or finite element method (FEM); then, a lot of specialized programs based on the above theories emerged successively, of which BISAR3.0 and EverStressFE are quite representative. In order to further clarify the characteristics of BISAR3.0 and EverStressFE for investigating interlayer bonding problem of asphalt pavement, this paper will carry out a comprehensive comparison from the specific realization viewpoint, such as the principle of interlayer bonding, modeling, calculation processing, and result treatment, and a specific example will be given to compare and analyze their functions. The results indicate that the two programs have certain comparability in analyzing the interlayer bonding problem of asphalt pavement, which will contribute to the foundation for the rational selection of asphalt pavement structure mechanical analysis program.
机译:弹性分层系统理论或有限元法(FEM)进行沥青路面中间层粘接问题的力学分析;然后,基于上述理论的许多专业节目连续出现,其中Bisar3.0和Everstressfe是相当代表性的。为了进一步阐明BISAR3.0和EVERSTRESSFE的特征来研究沥青路面的层间粘接问题,本文将与特定的实现观点进行全面比较,例如层间键合,建模,计算处理和和结果处理,将提供具体示例以比较和分析其功能。结果表明,这两个方案在分析沥青路面的层间粘接问题方面具有一定的可比性,这将有助于沥青路面结构机械分析程序的合理选择的基础。

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