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一种求解大型结构动力响应的快速计算方法 被引量:1

An efficient method for computation of dynamic responses for large-scale structures based on time integration and Galerkin mapping
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摘要 针对大型工程结构动力响应求解效率较低的问题,提出了一种基于减基法的快速求解方法。该方法对动力学方程进行时间域积分构建减基空间,利用Galerkin映射向减基空间进行投影得到减缩方程,利用减缩方程快速求得原系统的逼近解,从而大大提高了动力学方程的求解效率。该方法还考虑了Galerkin映射下的奇异性计算,文中算例验证了该方法的有效性。 An effective method based on the conception of reduced basis method is developed to improve the efficiency of solving for the dynamic responses of large-scale engineering structures. In this method, the dynamic equations are integrated in time field to construct the reduced basis space, and then the Galerkin mapping is employed to conduct projection from the original problem onto the reduced basis space to obtain the reduced equations. Subsequently, the approximate solutions are derived rapidly from the reduced equations. Also,the singularity conditions under Galerkin mapping are taken into consideration. The numerical example in this paper has demonstrated the validity of the proposed method.
出处 《计算力学学报》 EI CAS CSCD 北大核心 2011年第5期671-675,共5页 Chinese Journal of Computational Mechanics
基金 国家973项目(2010CB832705) 国家杰出青年基金(10725208)资助项目
关键词 减基法 有限元 时间积分 Galerkin映射 求解效率 reduced basis method finite element time integration Galerkin mapping solution efficiency
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参考文献12

  • 1郭书祥,吕震宙.线性区间有限元静力控制方程的组合解法[J].计算力学学报,2003,20(1):34-38. 被引量:21
  • 2Liu G R,Quek S S. Finite Element Method :A Practi- cal Course [ M ]. Oxford: Butterworth-Heinemann, 2003. 被引量:1
  • 3Rozza G. Reduced basis methods for elliptic equations in sub-domains with a-posteriori error bounds and adaptivity [J]. Applied Numerical Mathematics, 2005,55(4) :403-424. 被引量:1
  • 4Liu G R,Zaw K,Wang Y Y. Rapid inverse parameter estimation using reduced-basis approximation with asymptotic error estimation[J]. Computer Methods in Applied Mechanics and Engineering, 2008, 197: 3898-3910. 被引量:1
  • 5Nguyen N C. A multiseale reduced-basis method for parametrized elliptic partial differential equations with multiple scales[J]. Journal of Computational Phys- ics, 2008,227 : 9807-9822. 被引量:1
  • 6Milani R, Quarteroni A, Rozza G. Reduced basis method for linear elasticity problems with many pa- rameters[J]. Computer Methods in Applied Mechan- ics and Engineering, 2008,197 : 4812-4829. 被引量:1
  • 7Ito K, Ravindran S S. A reduced-order method for simulation and control of fluid flows[J]. Journal of Computational Physics, 1998,143 : 403-425. 被引量:1
  • 8黄永辉,韩旭,冉承新.基于减基法的层合板瞬态响应快速分析方法[J].力学学报,2008,40(2):255-260. 被引量:9
  • 9Zaw K,Liu G R,Deng B,Tan K B C. Rapid identifica- tion of elastic modulus of the interface tissue on dent- al implants surfaces using reduced-basis method and a neural network[J]. Journal of Biomechanics, 2009, 42:634-641. 被引量:1
  • 10张森文,曹开彬.计算结构动力响应的状态方程直接积分法[J].计算力学学报,2000,17(1):94-97. 被引量:66

二级参考文献22

  • 1钟万勰.暂态历程的精细计算方法[J].计算结构力学及其应用,1995,12(1):1-6. 被引量:174
  • 2林家浩,张亚辉,孙东科,孙勇.受非均匀调制演变随机激励结构响应快速精确计算[J].计算力学学报,1997,14(1):2-8. 被引量:26
  • 3Engquist B, Kriegsmann GA. Computational wave propagation, New York: Springer-Verlag, 1996. 被引量:1
  • 4Maurel A, Mercier J, Lund F. Elastic wave propagation through a random array of dislocations. Phys Rev 17, 2004, 70:024303. 被引量:1
  • 5Kaufman A, Levshin AL. Acoustic and Elastic Wave Fields in Geophysics. Amsterdam: Elsevier, 2005. 被引量:1
  • 6Liu GR, Han X. Computational Inverse Techniques in Non- destructive Evaluation. Florida: CRC Press, 2003. 被引量:1
  • 7Guyan RJ. Reduction of stiffness and mass matrices. AIAA J, 1965, 3(2): 380-381. 被引量:1
  • 8Wilson EL, Bayo EP. Use of special ritz vectors in dynamic substructure analysis. AIAA J, 1967, 5(7): 1944-1954. 被引量:1
  • 9Almroth BO, Stern P, Brogan FA. Automatic choice of global shape functions in structural analysis. AIAA Journal, 1978, 16:525-528. 被引量:1
  • 10Noor AK, Peters JM. Reduced basis technique for nonlin- ear analysis of structures. AIAA Journal, 1980, 18 (4): 455-462. 被引量:1

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