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contributor authorMirzendehdel, Amir M.
contributor authorSuresh, Krishnan
date accessioned2017-05-09T01:15:57Z
date available2017-05-09T01:15:57Z
date issued2015
identifier issn1555-1415
identifier othercnd_010_06_061015.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/157357
description abstractThe primary computational bottleneck in implicit structural dynamics is the repeated inversion of the underlying stiffness matrix. In this paper, a fast inversion technique is proposed by merging four distinct but complementary concepts: (1) voxelization with adaptive local refinement, (2) assemblyfree (a.k.a. matrixfree or elementbyelement) finite element analysis (FEA), (3) assemblyfree deflated conjugate gradient (AFDCG), and (4) multicore parallelization. In particular, we apply these concepts to the wellknown Newmarkbeta method, and the resulting AFDCG is wellsuited for largescale problems. It can be easily ported to manycore central processing unit (CPU) and multicore graphicsprogrammable unit (GPU) architectures, as demonstrated through numerical experiments.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Deflated Assembly Free Approach to Large Scale Implicit Structural Dynamics
typeJournal Paper
journal volume10
journal issue6
journal titleJournal of Computational and Nonlinear Dynamics
identifier doi10.1115/1.4029110
journal fristpage61015
journal lastpage61015
identifier eissn1555-1423
treeJournal of Computational and Nonlinear Dynamics:;2015:;volume( 010 ):;issue: 006
contenttypeFulltext


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