Citation: | SUN Rui, YANG Jun-sheng, ZHAO Yi-ding, YANG Feng. Upper bound adaptive finite element method with higher-order element based on Drucker-Prager yield criterion[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(2): 398-404. DOI: 10.11779/CJGE202002022 |
[1] |
孙聪, 李春光, 郑宏, 等. 基于单元速度泰勒展开的上限原理有限元法[J]. 岩土力学, 2016, 37(4): 1153-1160. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201604031.htm
SUN Cong, LI Chun-guang, ZHENG Hong, et al. Upper bound limit analysis based on Taylor expansion form of element velocity[J]. Rock and Soil Mechanics, 2016, 37(4): 1153-1160. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201604031.htm
|
[2] |
赵明华, 胡啸, 张锐. 临坡地基承载力极限分析上限有限元数值模拟[J]. 岩土力学, 2016, 37(4): 1137-1143. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201604029.htm
ZHAO Ming-hua, HU Xiao, ZHANG Rui. Numerical simulation of the bearing capacity of a foundation near slope using the upper bound finite element method[J]. Rock and Soil Mechanics, 2016, 37(4): 1137-1143. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201604029.htm
|
[3] |
ZHANG J, YANG F, YANG J, et al. Upper-bound stability analysis of dual unlined elliptical tunnels in cohesive- frictional soils[J]. Computers and Geotechnics, 2016, 80: 283-289. doi: 10.1016/j.compgeo.2016.08.023
|
[4] |
BOTTERO A, NEGRE R, PASTOR J, et al. Finite element method and limit analysis theory for soil mechanics problems[J]. Computer Methods in Applied Mechanics & Engineering, 1980, 22(1): 131-149.
|
[5] |
SLOAN S W, KLEEMAN P W. Upper bound limit analysis with discontinuous velocity fields[J]. Computer Methods in Applied Mechanics & Engineering, 1995, 127(1): 293-314.
|
[6] |
杨小礼, 李亮, 刘宝琛. 大规模优化及其在上限定理有限元中的应用[J]. 岩土工程学报, 2001, 23(5): 602-605. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200105017.htm
YANG Xiao-li, LI Liang, LIU Bao-chen. Large-scale optimization and its application to upper bound theorem using kinematical element method[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 602-605. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200105017.htm
|
[7] |
杨峰, 阳军生, 李昌友, 等. 基于六节点三角形单元和线性规划模型的上限有限元研究[J]. 岩石力学与工程学报, 2012, 31(12): 2556-2563. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201212021.htm
YANG Feng, YANG Jun-sheng, LI Chang-you, et al. Investigation of finite element upper bound solution based on six nodal triangular elements and linear programming model[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(12): 2556-2563. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201212021.htm
|
[8] |
YU H S, SLOAN S W, KLEEMAN P W. A quadratic element for upper bound limit analysis[J]. Engineering Computations, 1994, 11(3): 195-212. doi: 10.1108/02644409410799281
|
[9] |
SLOAN S W. A steepest edge active set algorithm for solving sparse linear programming problems[J]. International Journal for Numerical Methods in Engineering, 1988, 26: 2671-2685. doi: 10.1002/nme.1620261207
|
[10] |
SLOAN S W. Upper bound limit analysis using finite element and linear programming[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1989, 13: 263-282. doi: 10.1002/nag.1610130304
|
[11] |
MAKRODIMOPOULOS A, MARTIN C M. Upper bound limit analysis using simplex strain elements and secondorder-cone programming[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 2007, 31(6): 835-865.
|
[12] |
NGUYEN-THOI T, PHUNG-VAN P, NGUYEN-THOI M H, et al. An upper-bound limit analysis of Mindlin plates using CS-DSG3 method and second-order cone programming[J]. Journal of Computational & Applied Mathematics, 2015, 281(C): 32-48.
|
[13] |
杨昕光, 周密, 张伟, 等. 基于二阶锥规划的边坡稳定上限有限元分析[J]. 长江科学院院报, 2016, 33(12): 61-67. https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB201612013.htm
YANG Xin-guang, ZHOU Mi, ZHANG Wei, et al. Upper bound finite element limit analysis of slope stability using second-order cone programming[J]. Journal of Yangtze River Scientific Research Institute, 2016, 33(12): 61-67. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CJKB201612013.htm
|
[14] |
SUÁREZ C, HÉCTOR. Computation of Upper and Lower Bounds in Limit Analysis Using Second-order Cone Programming and Mesh Adaptivity[R]. Massachusetts: Massachusetts Institute of Technology, 2002.
|
[15] |
赵明华, 张锐. 有限元上限分析网格自适应方法及其工程应用[J]. 岩土工程学报, 2016, 38(3): 537-545. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201603021.htm
ZHAO Ming-hua, ZHANG Rui. Adaptive mesh refinement of upper bound finite element method and its applications in geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 537-545. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201603021.htm
|
[16] |
阳军生, 张箭, 杨峰. 浅埋隧道掌子面稳定性二维自适应上限有限元分析[J]. 岩土力学, 2015, 36(1): 257-264. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201501035.htm
YANG Jun-sheng, ZHANG Jian, YANG Feng. Stability analysis of shallow tunnel face using two-dimensional finite element upper bound solution with mesh adaptation[J]. Rock and Soil Mechanics, 2015, 36(1): 257-264. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201501035.htm
|
[17] |
杨峰, 阳军生. 用于上限有限元的非结构网格重划加密方法研究[J]. 中南大学学报(自然科学版), 2014(10): 3571-3577. https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201410033.htm
YANG Feng, YANG Jun-sheng. Investigation of unstructured mesh regeneration and Refinement method for finite element upper bound solution[J]. Journal of Central South University (Science and Technology), 2014(10): 3571-3577. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201410033.htm
|
[18] |
MUÑOZ J J, BONET J, HUERTA A, et al. Upper and lower bounds in limit analysis: Adaptive meshing strategies and discontinuous loading[J]. International Journal for Numerical Methods in Engineering, 2009, 77(4): 471-501.
|
[19] |
杨雪强, 凌平平, 向胜华. 基于系列Drucker-Prager破坏准则评述土坡的稳定性[J]. 岩土力学, 2009, 30(4): 865-870. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200904002.htm
YANG Xue-qiang, LIN Ping-ping, XIANG Sheng-hua. Comments on slope stability based on a series of Drucker-Prager failure criteria[J]. Rock and Soil Mechanics, 2009, 30(4): 865-870. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200904002.htm
|
[20] |
王渭明, 赵增辉, 王磊. 不同强度准则下软岩巷道底板破坏安全性比较分析[J]. 岩石力学与工程学报, 2012, 31(增刊2): 3920-3927. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2012S2063.htm
WANG Wei-ming, ZHAO Zeng-hui, WANG Lei. Safety analysis for soft rock tunnel floor destruction based on different yield criterions[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(S2): 3920-3927. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2012S2063.htm
|
[21] |
邓楚键, 何国杰, 郑颖人. 基于M-C准则的D-P系列准则在岩土工程中的应用研究[J]. 岩土工程学报, 2006, 28(6): 735-739. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200606011.htm
DENG Chu-jian, HE Guo-jie, ZHENG Ying-ren. Studies on Drucker-Prager yield criterions based on M-C yield criterion and application in geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 2012, 28(6): 735-739. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200606011.htm
|
[22] |
王先军, 陈明祥, 常晓林, 等. Drucker-Prager系列屈服准则在稳定分析中的应用研究[J]. 岩土力学, 2009, 30(12): 3733-3738. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200912032.htm
WANG Xian-jun, CHEN Ming-xiang, CHANG Xiao-lin, et al. Studies of application of Drucker- Prager yield criteria to stability analysis[J]. Rock and Soil Mechanics, 2009, 30(12): 3734-3738. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200912032.htm
|
[23] |
MAKRODIMOPOULOS A, MARTIN C M. Upper bound limit analysis using discontinuous quadratic displacement fields[J]. Communications in Numerical Methods in Engineering, 2008, 24: 911-927.
|
[24] |
YAMAMOTO K, LYAMIN A V, WILSON D W, et al. Stability of a circular tunnel incohesive-frictional soil subjected to surcharge loading[J]. Computers and Geotechnics, 2011, 38: 504-514.
|
[25] |
SAHOO J P, KUMAR J. Stability of long unsupported twin circular tunnels insoils[J]. Tunnelling and Underground Space Technology, 2013, 38: 326-335.
|
[26] |
YANG F, ZHANG J, YANG J, et al. Stability analysis of unlined elliptical tunnel using finite element upper-bound method with rigid translatory moving elements[J]. Tunnelling and Underground Space Technology, 2015, 50: 13-22.
|
[27] |
赵明华, 张锐, 雷勇, 等. 基于可行弧内点算法的上限有限单元法优化求解[J]. 岩土工程学报, 2014, 36(4): 604-611. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201404003.htm
ZHAO Ming-hua, ZHANG Rui, LEI Yong, et al. Optimization of upper bound finite element method based on feasible arc interior point algorithm[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 604-611. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201404003.htm
|
[28] |
赵明华, 张锐, 刘猛. 下限分析有限单元法的非线性规划求解[J]. 岩土力学, 2015, 36(12): 3589-3597. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201512032.htm
ZHAO Ming-hua, ZHANG Rui, LIU Meng. Nonlinear programming of lower bound finite element method[J]. Rock and Soil Mechanics, 2015, 36(12): 3589-3597. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201512032.htm
|
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