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contributor authorAykut Erkal
contributor authorDebra F. Laefer
contributor authorSemih Tezcan
date accessioned2017-12-16T09:18:07Z
date available2017-12-16T09:18:07Z
date issued2015
identifier other%28ASCE%29CP.1943-5487.0000391.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241128
description abstractThis paper promotes the further development and adoption of infinite elements for unbounded problems. This is done by demonstrating the ease of application and computational efficiency of infinite elements. Specifically, this paper introduces a comprehensive set of coordinate and field variable mapping functions for one-dimensional and two-dimensional infinite elements and the computational steps for the solution of the affiliated combined finite-infinite element models. Performance is then benchmarked against various parametric models for deflections and stresses in two examples of solid, unbounded problems: (1) a circular, uniformly-distributed load, and (2) a point load on a semiinfinite, axisymmetrical medium. The results are compared with those from the respective closed-form solution. As an example, when the vertical deflections in Example 2 are compared with the closed form solution, the 45% error level generated with fixed boundaries and 14% generated with spring-supported boundaries is reduced to only 1% with infinite elements, even with a coarse mesh. Furthermore, this increased accuracy is achieved with lower computational costs.
publisherAmerican Society of Civil Engineers
titleAdvantages of Infinite Elements over Prespecified Boundary Conditions in Unbounded Problems
typeJournal Paper
journal volume29
journal issue6
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000391
treeJournal of Computing in Civil Engineering:;2015:;Volume ( 029 ):;issue: 006
contenttypeFulltext


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