Show simple item record

contributor authorFreydoon Arbabi
contributor authorFang Li
date accessioned2017-05-08T20:52:45Z
date available2017-05-08T20:52:45Z
date copyrightJanuary 1988
date issued1988
identifier other%28asce%290733-9445%281988%29114%3A1%28165%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30206
description abstractA nonlinear formulation is presented for the analysis of railroad tracks. The finite element discretization is used for a rail element which includes all the deformation modes of the rail. The stiffness of the fasteners, ties, and roadbed is included by a set of springs. A parametric study is carried out to examine the effect of the nonlinear deformations and degradation on stresses and deformations.
publisherAmerican Society of Civil Engineers
titleEffect of Nonlinear Parameters on Stresses in Railroad Tracks
typeJournal Paper
journal volume114
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1988)114:1(165)
treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record