| contributor author | Freydoon Arbabi | |
| contributor author | Fang Li | |
| date accessioned | 2017-05-08T20:52:45Z | |
| date available | 2017-05-08T20:52:45Z | |
| date copyright | January 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9445%281988%29114%3A1%28165%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30206 | |
| description abstract | A 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. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Nonlinear Parameters on Stresses in Railroad Tracks | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1988)114:1(165) | |
| tree | Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 001 | |
| contenttype | Fulltext | |