Research on Propagation and Fatigue Life of Asphalt Pavement Surface Crack

dc.contributor.author	Wang Hong-chang
dc.contributor.author	Li Guo-fen
dc.contributor.author	Huang Xiao-ming
dc.date.accessioned	2017-05-08T22:04:58Z
dc.date.available	2017-05-08T22:04:58Z
dc.date.copyright	July 2008
dc.date.issued	2008
dc.identifier.other	jhtrcq%2E0000217.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/70776
dc.description.abstract	Focusing on the severity of asphalt pavement surface crack, a finite element analysis model of 20-node isoparametric elements was established with the commerce FEM software ABAQUS based on fracture mechanics theory. The surface crack of pavement was numerical analyzed and the crack propagation life was evaluated by Paris formula. In the course of surface crack propagation the change of the stress intensity factor (
dc.publisher	American Society of Civil Engineers
dc.title	Research on Propagation and Fatigue Life of Asphalt Pavement Surface Crack
dc.type	Journal Paper
dc.journal.volume	3
dc.journal.issue	1
dc.journal.title	Journal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi	10.1061/JHTRCQ.0000217
dc.tree	Journal of Highway and Transportation Research and Development (English Edition):;2008:;Volume ( 003 ):;issue: 001
dc.contenttype	Fulltext