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Nonlinear structural response using adaptive dynamic relaxation on a massively-parallel-processing system

机译:在大规模并行处理系统上使用自适应动态松弛的非线性结构响应

摘要

A parallel adaptive dynamic relaxation (ADR) algorithm has been developed for nonlinear structural analysis. This algorithm has minimal memory requirements, is easily parallelizable and scalable to many processors, and is generally very reliable and efficient for highly nonlinear problems. Performance evaluations on single-processor computers have shown that the ADR algorithm is reliable and highly vectorizable, and that it is competitive with direct solution methods for the highly nonlinear problems considered. The present algorithm is implemented on the 512-processor Intel Touchstone DELTA system at Caltech, and it is designed to minimize the extent and frequency of interprocessor communication. The algorithm has been used to solve for the nonlinear static response of two and three dimensional hyperelastic systems involving contact. Impressive relative speedups have been achieved and demonstrate the high scalability of the ADR algorithm. For the class of problems addressed, the ADR algorithm represents a very promising approach for parallel-vector processing.
机译:已经开发了用于非线性结构分析的并行自适应动态松弛(ADR)算法。该算法具有最低的内存要求,可轻松地并行化和扩展到许多处理器,并且对于高度非线性的问题通常非常可靠且高效。在单处理器计算机上的性能评估表明,ADR算法是可靠的和高度可矢量化的,并且与所考虑的高度非线性问题的直接解决方案方法相比具有竞争力。本算法是在Caltech的512处理器Intel Touchstone DELTA系统上实现的,旨在最小化处理器间通信的范围和频率。该算法已用于求解涉及接触的二维和三维超弹性系统的非线性静态响应。已经实现了令人印象深刻的相对加速,并证明了ADR算法的高度可扩展性。对于解决的这类问题,ADR算法代表了一种非常有前途的并行矢量处理方法。

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