Journal of shanghai Jiaotong University (Science) ›› 2013, Vol. 18 ›› Issue (2): 205-215.doi: 10.1007/s12204-013-1384-3
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LONG Dan-binga* (龙丹冰), LIU Xi-lab (刘西拉)
Online:
2013-04-30
Published:
2013-05-10
Contact:
LONG Dan-binga (龙丹冰)
E-mail:lornalong@sjtu.edu.cn
[1] Zhang Chun-jun. A large increment method for material nonlinearity problems [D]. Beijing: Department of Civil Endineering, Tsinghua University, 1996 (in Chinese). [2] Zhang Chun-jun, Liu Xi-la. A large increment method for material nonlinearity problems [J]. Advances in Structural Engineering, 1997, 1(2): 99-109. [3] Liu Xi-la, Wang Kai-jian, Zhang Chun-jun. The large increment method for nonlinear elastic problems of truss systems [J]. Engineering Mechanics, 2005, 22(sup 1): 7-15 (in Chinese). [4] Barham W S, Aref A J, Dargush G F. On the elastoplastic cyclic analysis of plane beam structures using a flexibility-based finite element approach [J]. International Journal of Solids and Structures, 2008, 45: 5688-5704. [5] Wang Kai-jian. Network parallel computation based on the large increment method [D]. Beijing: Department of Civil Engineering, Tsinghua University, 2004 (in Chinese). [6] Liu Xi-la, Long Dan-bing. A novel parallelized structural analysis method: Large increment method [C]// Proceeding of 1st Engineering Design and the Application of HPC Technique. Shanghai, China: China Civil Engineers Society, 2007: 16-29 (in Chinese). [7] Guo Zao-yang, Long Dan-bin, Liu Xi-la, et al. A force-based large increment method for continuum elastoplastic problems [C] // Proceedings of 17th Association of Computational Mechanics in Engineering Nottingham. UK: Association of Computational Mechanics in Engineering, 2009. [8] Long Dan-bin, Guo Zao-yang, Liu Xi-la, et al. An element nodal force-based large increment method for elastoplasticity [C] // Proceedings of ISCM II and EPMESC XII. Hong Kong-Macau, China: American Institute of Physics, 2009: 1401-1405. [9] Kaljevic I, Patnaik S N, Hopkins D A. Development of finite elements for two-dimensional structural analysis using the integrated force method [J] . Computers & Structures, 1996, 59(4): 691-706. |
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