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dc.contributor.authorJose Rivera-Pérez
dc.contributor.authorHasan Ozer
dc.contributor.authorJohn Lambros
dc.contributor.authorImad L. Al-Qadi
dc.date.accessioned2022-01-30T22:48:30Z
dc.date.available2022-01-30T22:48:30Z
dc.date.issued3/1/2021
dc.identifier.otherJPEODX.0000243.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269651
dc.description.abstractThe Illinois Flexibility Index Test (I-FIT) was developed as a standard test to predict the cracking potential of asphalt concrete (AC) materials. The test geometry is a semicircle with a precut notch. The effect of parameters on crack initiation and propagation was investigated. The parameters studied included the specimen’s thickness, air void content, notch length, and loading rate. The energy accumulation and dissipation in the damage region surrounding the notch were evaluated. A high-resolution camera was used to allow digital image correlation measurements of the strain and displacement fields of the specimen surface to provide an estimate of the fracture process zone (eFPZ). It was found that the thicker the specimen, the smaller the eFPZ area was. Similarly, the apparent size of the eFPZ increased as the air void content increased. The notch length should be maintained at 15 mm to avoid the overlap of the compressive and tensile strain regions under the loading head. As to loading rate, a slow loading rate should be avoided at intermediate temperature to allow a better control of the viscous and plastic deformations.
dc.publisherASCE
dc.titleIllinois Flexibility Index Test: Effect of Specimen Geometry and Test Configuration on the Asphalt Concrete Damage Zone
dc.typeJournal Paper
dc.journal.volume147
dc.journal.issue1
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.0000243
dc.journal.fristpage04020085
dc.journal.lastpage04020085-14
dc.page14
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 001
dc.contenttypeFulltext


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