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基于单元速度泰勒展开的上限原理有限元法 被引量:4

Upper bound limit analysis based on Taylor expansion form of element velocity
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摘要 极限分析上限法较极限平衡法有着严谨的理论基础和物理意义。借助于级数展开的思想,通过对速度在单元形心点处一阶泰勒展开,得到了以形心点速度和速度一阶导数为基本未知变量的上限有限元法,该方法丰富了上限有限元基本理论,且可更好地表达与刚体上限法之间的联系。在形成新的上限法的同时,放松单元内任一点均需严格满足上限性质的要求,采用等面积多边形的形式代替外切多边形来逼近摩尔-库仑屈服圆。算例表明:该方法可稳定收敛到真实解,具有和传统Sloan法相同的收敛度;采用等面积多边形逼近形式时,较少的多边形边数即可取得较好的收敛效果,收敛速度大大提高。 The upper bound limit analysis method has a more rigorous theoretical basis and clearer physics meaning compared to the limit equilibrium method. Based on the series expansion, the velocity field of a triangle element is expanded through center point velocity and its velocity gradients. Hence the upper bound FEM method based on the center point velocity and its velocity gradients are introduced as unknowns. The method not only enriches the upper bound limit analysis method, but also has a simpler flow equation. The proposed method can be considered as the multidimensional extension of rigid FE upper bound limit method, and has a more rigorous theoretical basis than rigid FE upper bound limit method. The requirement that all the point must strictly meet the limit properties is relaxed and the equal-area polygon is adopted to approximate the yield circle. Two case studies show that this method can steadily converge into the true solution, and has the same convergence as the traditional method by Sloan; when equal-area polygon is taken, the method yields a good result by less number of polygon edges, with significantly improved convergence.
出处 《岩土力学》 EI CAS CSCD 北大核心 2016年第4期1153-1160,1170,共9页 Rock and Soil Mechanics
基金 国家自然科学基金资助项目(No.11172313) 973项目资助(No.2011CB013505)~~
关键词 极限分析上限法 泰勒展开 刚体有限元上限法 等面积多边形 upper bound limit analysis method Taylor expansion rigid finite elements upper bound limit analysis equal-area polygon
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  • 1DUNCAN J M. State of the art: Limit equilibrium and finite element analysis of slopes[J]. Journal of Geotechnieal and Geoenvironmental Engineering, ASCE, 1996, 122(7):577-595.
  • 2ZHU D Y. A method for locating critical slip surfaces in slope stability analysis[J]. Canadian Geotechnical Journal, 2001, 38: 328-337.
  • 3孙聪,李春光,郑宏.基于整体稳定性分析法的边坡临界滑动面搜索[J].岩土力学,2013,34(9):2583-2588. 被引量:8
  • 4SLOAN S W. Geotechnical stability analysis [J]. Geotechnique, 2013, 63: 531 - 572.
  • 5CHEN W F. Soil mechanics and theorems of limit analysis[J]. Journal of Soil Mechanics & Foundations Division, 1969,95(2): 493-518.
  • 6DRUCKER D C, GREENBERG H J, PRAGER W. The safety factor of an elastic-plastic body in plane strain[J]. Journal of Applied Mechanics Transactions of the ASME, 1951, 18(4): 371-378.
  • 7MICHALOWSKI R L. A differential slice approach to the problem of retaining wall loading[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1984, 8(4): 493-502.
  • 8MILLER T W, HAMILTON J H. Discussion on a new analysis procedure to explain a slope failure at the Martin Lake mine[J]. Geotechnique, 1990, 40(1): 145- 147.
  • 9MICHALOWSKI R L. Slope stability analysis: A kinematical approach[J]. Gcotechnique, 1995, 45(2): 283 -293.
  • 10陈祖煜.土力学经典问题的极限分析上、下限解[J].岩土工程学报,2002,24(1):1-11. 被引量:198

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