Show simple item record

contributor authorYue Hou
contributor authorLinbing Wang
contributor authorPengtao Yue
contributor authorTroy Pauli
contributor authorWenjuan Sun
date accessioned2017-05-08T21:56:57Z
date available2017-05-08T21:56:57Z
date copyrightApril 2014
date issued2014
identifier other%28asce%29mt%2E1943-5533%2E0000916.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67273
description abstractCracking failure in asphalt binder in winter has always been one of the most serious problems in pavement structures. Classical fracture mechanics is the most widely used method to analyze the initiation and propagation of cracks. In this paper, a new modeling and computational tool—namely, the phase-field method—is proposed for modeling the Mode I cracking failure in asphalt binder. This method describes the microstructure using a phase-field variable that assumes 1 in the intact solid and
publisherAmerican Society of Civil Engineers
titleModeling Mode I Cracking Failure in Asphalt Binder by Using Nonconserved Phase-Field Model
typeJournal Paper
journal volume26
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000874
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record