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基坑工程有限元数值分析结果的可视化表达

Visualization of finite element numerical analysis results in foundation pit engineering

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【作者】 武亚军; 栾茂田;

【Author】 WU Ya-jun1, 2, LUAN Mao-tian2~4 (1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2.Intsitute of Geotechncal Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024 , China; 3. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 4. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China)

【机构】 同济大学地下建筑与工程系,大连理工大学土木水利学院岩土工程研究所 上海200092; 大连理工大学土木水利学院岩土工程研究所,大连116024,大连116024; 大连理工大学海岸和近海工程国家重点实验室,大连116024; 中国科学院武汉岩土力学研究所,武汉430071;

【摘要】 针对基坑工程的施工力学特性,采用双扫描线提出有限元数值计算结果可视化后处理方法,在阐述了双扫描线方法的基本原理和实现方法的基础上,编制了可视化后处理类程序,并整合到所开发的基坑开挖有限元分析程序中。最后,对某一开挖基坑计算结果进行了处理,得到了满意的效果。

【Abstract】 The procedure of visual post process based on double scanning beams method is proposed considering the characteristics of construction mechanics in deep foundation pit engineering. The principle and the implementation procedure of the double scanning beams method are presented. The programming for visual process class is made and the class is incorporated into the objective-oriented program for finite element analysis of deep foundation pit excavation and bracing. Through a numerical example of deep foundation pit, it is shown that the processing effect by the proposed method is perfect.

【基金】 中国博士后科学基金资助(No.2004035494);国家教育部跨世纪优秀人才培养计划研究基金资助项目(No.教技函[1999]2号)。
  • 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2005年05期
  • 【分类号】TU470.3
  • 【被引频次】9
  • 【下载频次】226
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