| contributor author | E. Rizzi | |
| contributor author | I. Carol | |
| contributor author | K. Willam | |
| date accessioned | 2017-05-08T22:37:35Z | |
| date available | 2017-05-08T22:37:35Z | |
| date copyright | April 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9399%281995%29121%3A4%28541%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84224 | |
| description abstract | The present paper extends the results of discontinuous bifurcation analysis of elastoplastic solids to materials that exhibit elastic degradation. As a starting point, the concepts of elastic degradation are formulated in terms of a secant relationship, a threshold function, and an elastic stiffness degradation rule. Differentiation of the secant law renders the governing tangent operator for both stress- or strain-based formulations of elastic degradation. Scalar- and tensor-valued proposals in continuum damage mechanics are particular cases of this unified formulation of elastic degradation, when a reduced set of damage variables is considered. The traditional (1 − | |
| publisher | American Society of Civil Engineers | |
| title | Localization Analysis of Elastic Degradation with Application to Scalar Damage | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 4 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1995)121:4(541) | |
| tree | Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 004 | |
| contenttype | Fulltext | |