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交通荷载下管土耦合模型的关键问题述评
引用本文:吴小刚,张土乔,王直民.交通荷载下管土耦合模型的关键问题述评[J].科技通报,2006,22(2):231-236.
作者姓名:吴小刚  张土乔  王直民
作者单位:浙江大学,生工食品学院,杭州,310029;浙江大学,建筑工程学院,杭州,310027
摘    要:主要介绍了当前国内外交通荷载作用下管土受力分析模型的具体内容,分析了交通荷载作用下管道与土体的耦合受力分析模型中的关键问题以及随机性、动态性、耦合性、非线性等主要特征,为以后交通荷载下软土中管道受力性状的进一步探讨提供了理论分析参考。

关 键 词:交通荷载  管土模型  非线性动态有限元  耦合方法
文章编号:1001-7119(2006)02-0231-06
收稿时间:2004-05-14
修稿时间:2004年5月14日

Analysis on the Key Problem of the Pipeline-soil Coupling Model under Traffic Loads
WU Xiao-gang,ZHANG Tu-qiao,WANG Zhi-ming.Analysis on the Key Problem of the Pipeline-soil Coupling Model under Traffic Loads[J].Bulletin of Science and Technology,2006,22(2):231-236.
Authors:WU Xiao-gang  ZHANG Tu-qiao  WANG Zhi-ming
Institution:1. College of Biosystems Engineering and Food Science, Zhejiang University, Hangzhou 310029, China; 2. Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China
Abstract:This paper mainly discusses the establishment and the detailed content of the mechanical analytical model of pipeline and soil under dynamic and static loads both in China and abroad at present.The characteristic of the mechanical analytical model of pipeline and soil under traffic loads,such as randomicity,dynamic,coupling and non-linearity,are analyzed.which provides certain basis for further discussion of the mechanical properties of pipeline in soft soil under traffic loads.
Keywords:traffic loads  pipeline-soil model  NLDFEM  coupling method
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