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contributor authorJohn O. Dow
contributor authorHarold D. Cabiness
contributor authorThomas H. Ho
date accessioned2017-05-08T20:51:56Z
date available2017-05-08T20:51:56Z
date copyrightApril 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A4%28692%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29761
description abstractA finite element is developed that accurately models the strain states it is designed to represent regardless of its initial configuration. In other words, the interpolation polynomials are unchanged hy element distortion. The formulation of this element is based on the transformation of a specified set of linearly independent strain states into the desired stiffness matrix. This stiffness matrix exactly reproduces the strain energy content and the pointwise strain of the continuum for the strain states designated in its formulation. This insures that the polynomial bases of the approximation remains constant. Instead of computing the strain quantities at a number of points in the element, the strain distribution information is given in terms of rigid body and strain gradient terms for a designated point. This form of the strain data supplies information about the state of convergence in the problem and the location of regions of high strains. The computational speed of the linear strain element is competitive with the isoparametric formulation procedure.
publisherAmerican Society of Civil Engineers
titleLinear Strain Element with Curved Edges
typeJournal Paper
journal volume112
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:4(692)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 004
contenttypeFulltext


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