Parallel Algorithm for Structural Nonlinear Dynamic Finite Element Analysis

被引：0

作者：

Fu, Chao-Jiang ^{[1
,2
]}

Yang, Mian-Yue ^{[1
]}

机构：

[1] Fujian Univ Technol, Coll Civil Engn, Fujian 350108, Peoples R China

[2] Fujian Prov Key Lab New Technol & Informat Techno, Fuzhou 350108, Peoples R China

来源：

2016 INTERNATIONAL CONFERENCE ON POWER ENGINEERING & ENERGY, ENVIRONMENT (PEEE 2016) | 2016年

关键词：

Finite Element Method; Nonlinear Dynamics; Domain Decomposition; Preconditioned Conjugate Gradient Formulation; Parallel Computing; DOMAIN DECOMPOSITION;

D O I：

暂无

中图分类号：

TE [石油、天然气工业]; TK [能源与动力工程];

学科分类号：

0807 ; 0820 ;

摘要：

The parallel algorithm for nonlinear dynamic analysis of large structures is presented using domain decomposition and preconditioned conjugate gradient(PCG) technique. In the formulation called the global interface formulation(GIF), the PCG algorithm is applied on the assembled interface stiffness coefficient matrices of all subdomains. Newmark-beta average acceleration technique is employed for time integration. Numerical results indicate that the proposed GIF formulation is superior to the conventional domain decomposition algorithm.

引用

页码：594 / 599

页数：6