首页 | 官方网站   微博 | 高级检索  
     

基于GPU的杆系离散元并行算法在大型工程结构中的应用
引用本文:叶继红,王佳.基于GPU的杆系离散元并行算法在大型工程结构中的应用[J].工程力学,2021,38(2):1-7.
作者姓名:叶继红  王佳
作者单位:1.中国矿业大学江苏省土木工程环境灾变与结构可靠性重点实验室,徐州 221116
基金项目:国家重点研发资助计划项目(2017YFC1500702);国家自然科学基金面上项目(51978655)。
摘    要:杆系DEM(离散元,discrete element method)是求解结构强非线性问题的有效方法,但随着结构数值计算规模的扩大,杆系DEM所需要的计算时间也随之急剧膨胀。为了提高杆系DEM的计算效率,该研究提出单元级并行、节点级并行的计算方法,基于CPU-GPU异构平台,建构了杆系DEM并行计算框架,编制了相应的几何非线性计算程序,实现了杆系DEM的GPU多线程并行计算。对杆系DEM并行算法的设计主要包括数据存储方式、GPU线程计算模式、节点物理量集成方式以及数据传输优化。最后采用大型三维框架、球壳结构模型分别验证了杆系DEM并行算法的计算精度,并对杆系DEM并行算法进行了计算性能测试,测试结果表明杆系DEM并行算法加速比最高可达12.7倍。

关 键 词:离散单元法    杆系结构    几何非线性    GPU并行计算    CPU-GPU异构平台
收稿时间:2020-07-12

APPLICATION OF GPU-BASED PARALLEL COMPUTING METHOD FOR DEM IN LARGE ENGINEERING STRUCTURES
YE Ji-hong,WANG Jia.APPLICATION OF GPU-BASED PARALLEL COMPUTING METHOD FOR DEM IN LARGE ENGINEERING STRUCTURES[J].Engineering Mechanics,2021,38(2):1-7.
Authors:YE Ji-hong  WANG Jia
Affiliation:1.Jiangsu Key Laboratory Environmental Impact and Structural Safety in Engineering, China University of Mining and Technology, Xuzhou 211116, China2.Xuzhou Key Laboratory for Fire Safety of Engineering Structures, China University of Mining & Technology, Xuzhou 221116, China
Abstract:The member DEM(discrete element method)is an effective way for the structural analyses concerning with strong nonlinear issues.However,with the expansion of structural numerical calculation model,the member DEM program has been time-consuming dramatically.It proposes element-level parallel and node-level parallel computing methods to improve the calculation efficiency of the member DEM.A parallel computing framework for the member DEM is first developed based on a CPU-GPU heterogeneous platform.Then,the member DEM program that models structural geometric nonlinearity is compiled and embedded into the framework,and finally the GPU-based multi-thread parallel algorithm for the member DEM is established.The design of this parallel algorithm mainly composed of a data storage mode,a GPU thread computing mode,a node physical quantity integration mode and the way of data transmission optimization.The accuracy of the member DEM parallel algorithm proposed in this study is verified by a large-scale space frame model and a spherical shell structure model,and the performance of the algorithm was further tested.The results show that the speedup of the member DEM parallel algorithm can reach 12.7 times at most.
Keywords:discrete element method  structural system composed of members  geometric nonlinearity  GPUbased parallel computing  CPU-GPU heterogeneous platform
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《工程力学》浏览原始摘要信息
点击此处可从《工程力学》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号