采用1.08T DOF和0.270T非结构有限元进行隐式非线性波动模拟,增强地震综合模拟

T. Ichimura, K. Fujita, P. E. Quinay, Lalith Maddegedara, M. Hori, Seizo Tanaka, Y. Shizawa, Hiroshi Kobayashi, K. Minami
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引用次数: 61

摘要

本文提出了一种新的非结构、低阶、有限元、隐式非线性波动模拟的计算方法:在全K计算机上求解1.08T自由度和0.270 t单元问题时,获得了1.97 PFLOPS(峰值的18.6%)。与SC14 Gordon Bell决赛选手的最先进模拟相比,这是40.1倍的自由度和元素,峰值性能提高了2.68倍,解决时间加快了3.67倍。该方法可扩展到具有663,552个CPU内核的全K计算机,计算效率为96.6%,每个时间步长可在29.7 s内解决1.08T DOF问题。通过这种英勇的计算,我们解决了一个比现有技术大23.7倍的实际问题,并结合地震波传播分析和疏散分析进行了全面的地震模拟。如此大规模的应用是一项突破性的成就,有望改变地震灾害评估的质量,并为社会做出贡献。
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Implicit nonlinear wave simulation with 1.08T DOF and 0.270T unstructured finite elements to enhance comprehensive earthquake simulation
This paper presents a new heroic computing method for unstructured, low-order, finite-element, implicit nonlinear wave simulation: 1.97 PFLOPS (18.6% of peak) was attained on the full K computer when solving a 1.08T degrees-of-freedom (DOF) and 0.270T-element problem. This is 40.1 times more DOF and elements, a 2.68-fold improvement in peak performance, and 3.67 times faster in time-to-solution compared to the SC14 Gordon Bell finalist's state-of-the-art simulation. The method scales up to the full K computer with 663,552 CPU cores with 96.6% sizeup efficiency, enabling solving of a 1.08T DOF problem in 29.7 s per time step. Using such heroic computing, we solved a practical problem involving an area 23.7 times larger than the state-of-the-art, and conducted a comprehensive earthquake simulation by combining earthquake wave propagation analysis and evacuation analysis. Application at such scale is a groundbreaking accomplishment and is expected to change the quality of earthquake disaster estimation and contribute to society.
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