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A 3D hp-adaptive discontinuous Galerkin method for modeling earthquake dynamics

机译:一种3D hp自适应不连续Galerkin方法进行地震动力学建模

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We introduce a novel scheme, DGCrack, to simulate dynamic rupture of earthquakes in three dimensions based on an hp-adaptive discontinuous Galerkin method. We solve the velocity-stress weak formulation of elastodynamic equations on an unstructured tetrahedral mesh with arbitrary mesh refinements (h-adaptivity) and local approximation orders (p-adaptivity). Our scheme considers second-order fault elements (P2) where dynamic-rupture boundary conditions are enforced through ad hoc fluxes across the fault. To model the Coulomb slip-dependent friction law, we introduce a predictor-corrector scheme for estimating shear fault tractions, in addition to a special treatment of the normal tractions that guarantees the continuity of fault normal velocities. We verify the DGCrack by comparison with several methods for two spontaneous rupture tests and find excellent agreement (i.e., rupture times RMS errors smaller than 1.0%) provided that one or more fault elements resolve the fault cohesive zone. For a quantitative comparison, we introduce a methodology based on cross-correlation measurements that provide a simple way to quantify the similarity between solutions. Our verification tests include a 60° dipping normal fault reaching the free surface. The DGCrack method reveals convergence rates close to those of well-established methods and a numerical efficiency significantly higher than that of similar discontinuous Galerkin approaches. We apply the method to the 1992 Landers-earthquake fault system in a layered medium, considering heterogeneous initial stress conditions and mesh adaptivities. Our results show that previously proposed dynamic models for the Landers earthquake require a reevaluation in terms of the initial stress conditions that take account of the intricate fault geometry.
机译:我们介绍了一种新的方案DGCrack,它基于hp自适应不连续Galerkin方法在三个维度上模拟地震的动态破裂。我们在具有任意网格细化度(h适应性)和局部逼近阶数(p适应性)的非结构化四面体网格上求解了弹性动力学方程的速度应力弱公式。我们的方案考虑了二阶故障要素(P2),其中动态断裂边界条件是通过跨断层的特有通量来强制执行的。为了模拟库仑与滑动有关的摩擦定律,我们引入了预测器-校正器方案来估计剪切断层牵引力,此外还对法向牵引力进行了特殊处理,以确保断层法向速度的连续性。我们通过与两种自发破裂测试的几种方法进行比较来验证DGCrack,并发现一个或多个断层要素解决了断层粘结带,从而获得了极好的一致性(即破裂时间RMS误差小于1.0%)。为了进行定量比较,我们引入了基于互相关测量的方法,该方法提供了一种简单的方法来量化解决方案之间的相似性。我们的验证测试包括60°倾斜的正常断层到达自由表面。 DGCrack方法显示出收敛速度接近成熟方法,并且数值效率明显高于类似的不连续Galerkin方法。考虑到不同的初始应力条件和网格适应性,我们将该方法应用于1992年的Landers地震断层系统中。我们的结果表明,先前提出的Landers地震动力学模型需要在考虑复杂断层几何形状的初始应力条件方面进行重新评估。

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