A dynamic analysis algorithm for RC frames using parallel GPU strategies

被引:2
|
作者
Li, Hongyu [1 ,2 ]
Li, Zuohua [1 ]
Teng, Jun [1 ]
机构
[1] Harbin Inst Technol, Shenzhen Grad Sch, Sch Civil & Environm Engn, Shenzhen 518055, Peoples R China
[2] Guilin Univ Technol, Coll Civil Engn, Guilin 541004, Peoples R China
来源
Computers and Concrete | 2016年 / 18卷 / 05期
基金
中国国家自然科学基金;
关键词
nonlinear dynamic analysis; GPU; reinforced concrete; fiber model; parallel computing; STEP INTEGRATION METHODS; FINITE-ELEMENT-ANALYSIS; STRUCTURAL-ANALYSIS; SYSTEMS; DECOMPOSITION; ACCELERATION; SIMULATIONS; COMPUTER; FUTURE;
D O I
10.12989/cac.2016.18.5.1019
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this paper, a parallel algorithm of nonlinear dynamic analysis of three-dimensional (3D) reinforced concrete (RC) frame structures based on the platform of graphics processing unit (GPU) is proposed. Time integration is performed using Newmark method for nonlinear implicit dynamic analysis and parallelization strategies are presented. Correspondingly, a parallel Preconditioned Conjugate Gradients (PCG) solver on GPU is introduced for repeating solution of the equilibrium equations for each time step. The RC frames were simulated using fiber beam model to capture nonlinear behaviors of concrete and reinforcing bars. The parallel finite element program is developed utilizing Compute Unified Device Architecture (CUDA). The accuracy of the GPU-based parallel program including single precision and double precision was verified in comparison with ABAQUS. The numerical results demonstrated that the proposed algorithm can take full advantage of the parallel architecture of the GPU, and achieve the goal of speeding up the computation compared with CPU.
引用
收藏
页码:1019 / 1039
页数:21
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