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contributor authorTinggang Zhang
contributor authorLutfi Raad
date accessioned2017-05-08T21:03:50Z
date available2017-05-08T21:03:50Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%290733-947x%281999%29125%3A6%28552%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37226
description abstractNumerical simulation of fatigue crack growth in pavements could provide a simple and fast method to assess the resistance of the pavement to crack initiation and propagation under applied traffic loads. Such studies are facilitated through the development of appropriate computer algorithms and the use of high speed computers. On the basis of elastic-plastic fracture mechanics, a numerical methodology is presented in this paper to simulate fatigue crack growth and to predict fatigue life. This method utilizes two parameters,
publisherAmerican Society of Civil Engineers
titleNumerical Methodology in Fatigue Analysis: Basic Formulation
typeJournal Paper
journal volume125
journal issue6
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1999)125:6(552)
treeJournal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 006
contenttypeFulltext


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