弹性地基有限元法在基坑工程中的应用
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TU311

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Synergetics Effect and Thermo Elastic Instabilities of Evolution of Concrete Damage
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    摘要:

    基于弹性地基有限元法,利用等效文克尔弹性地基梁模型,采用模块化处理方式模拟基坑开挖的各种影响因素,编制C语言有限元分析程序对围护结构进行分析计算.程序结合采用弹性法,考虑其中的不足,在迭代计算中对围护结构变形和支撑轴力进行修正,以模拟围护结构随开挖过程变形对内力的影响,简单方便的解决实际工程中围护结构受力分析.结合上海地铁M8线嫩江路车站工程深基坑工程进行实例分析,发现程序计算结果能够较好的与实测值吻合.说明该法能够很好的应用于支挡结构内力变形计算,并可以给三维通用有限元分析以借鉴.

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    Destroy of concrete under loads was thought as a result of outside force in traditional views,while the author looked on it as a self-organization of components of concrete.This paper demonstrates the self-organized characteristic of the evolvement of concrete damage,then constructs the dynamic equations ofthe system think of the action of thermodynamic parameter such as temperature,freedom energy and entropy etc.in the evolvement of concrete damage,at last,looks on the damage course of concrete as imbalance changes in the view of synergetics,discusses the method of finding out the elastic terminal of concrete through analysis of stability,offers academic gist for improving concrete mechanic performance and the study of high performance concrete and have certain academic value and practice meaning.

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田海波; 许恺.弹性地基有限元法在基坑工程中的应用[J].华东交通大学学报,2006,23(1):19-23.
. Synergetics Effect and Thermo Elastic Instabilities of Evolution of Concrete Damage[J]. JOURNAL OF EAST CHINA JIAOTONG UNIVERSTTY,2006,23(1):19-23

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  • 收稿日期:2005-07-20
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