| 基于流固耦合理论的立式储液罐抗震数值分析 |
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| 引用本文： | 韩芳,龚相超,陈桂娟. 基于流固耦合理论的立式储液罐抗震数值分析[J]. 武汉冶金科技大学学报, 2011, 0(5): 359-363 |
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| 作者姓名： | 韩芳 龚相超 陈桂娟 |
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| 作者单位： | 武汉科技大学冶金工业过程系统科学湖北省重点实验室,湖北武汉430065 |
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| 基金项目： | 武汉科技大学冶金工业过程系统科学湖北省重点实验室基金资助项目（C201004） |
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| 摘 要： | 建立基于流固耦合理论的立式储液罐非线性数值模型,并在地震荷载作用下对其进行罐底提离机理探讨以及罐壁＂象足＂和＂钻石＂变形仿真分析。结果表明,考虑罐壁与液体、罐底与基础接触的模型是有效的,由于液体晃动产生的倾覆力矩作用使罐壁受拉侧罐底边缘倾向于脱离地基,形成罐底提离,从而导致罐壁＂象足＂变形的屈曲破坏。
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| 关 键 词： | 立式储液罐 流固耦合 “象足”变形 地震作用 |
A seismic analysis of elevated liquid storage tank based on fluid solid coupling theory |
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| Han Fang,Gong Xiangchao,Chen Guijuan. A seismic analysis of elevated liquid storage tank based on fluid solid coupling theory[J]. , 2011, 0(5): 359-363 |
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| Authors: | Han Fang Gong Xiangchao Chen Guijuan |
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| Affiliation: | (Hubei Province Key Laboratory of Systems Science in Metallurgical Process, Wuhan University of Science and Technology,Wuhan 430065,China) |
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| Abstract: | The nonlinear numerical model for elevated liquid storage tank is built based on fluid solid coupling theory and antiseismic research is done with fluid sloshing and tank bottom uplifting involved.The elephant foot bulging and diamond deformation are simulated.The numerical result shows that the model with contact between the tank wall and the fluid as well as that between the tank bottom and the soil foundation considered is valid.And in the lifting moment,fluid sloshing makes it likely that the tank wall divorces from the foundation and consequently the elephant foot bulging deformation is produced. |
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| Keywords: | elevated liquid storage tank fluid solid coupling elephant foot bulging seismic effect |
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