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contributor authorPark, Dong
contributor authorGravel, Jean
contributor authorArafin, Muhammad
contributor authorLiang, Jie
contributor authorHari Manoj Simha, C.
date accessioned2017-05-09T01:18:30Z
date available2017-05-09T01:18:30Z
date issued2015
identifier issn0094-4289
identifier othermats_137_01_011003.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/158120
description abstractIn previous studies, the singleand doubleclip gauge methods were successfully consolidated in a singleedge notched tension (SE(T)) single specimen so that crack tip opening displacement (CTOD) values obtained from both SE(T) methods could be compared under identical test conditions. The current study investigated the effect of unloading compliance crack size equations on resistance curves obtained from both gauging methods combined in a single specimen. It was found that the unloading compliance crack size equations of Cravero and Ruggieri and the single clip gauge method predict crack sizes well within approximately 2% error in average. Two CTODresistance curves obtained from both gauging methods produce approximately the same results until peak loads, and thereafter the curves deviate. The results obtained from the double clip gauge method are consistently higher than those from the single clip gauge, although the difference between two resistance curves is reduced when the same unloading compliance crack size prediction procedure is used. This observation is very important within the framework of engineering critical assessment (ECA) and defect assessment procedures. An “apparentâ€‌ higher resistance curve will generate larger tolerable defects thereby reducing the conservatism of an ECA analysis.
publisherThe American Society of Mechanical Engineers (ASME)
titleEvaluation of Two Low Constraint Toughness Test Methods in a Single Specimen
typeJournal Paper
journal volume137
journal issue1
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.4028728
journal fristpage11003
journal lastpage11003
identifier eissn1528-8889
treeJournal of Engineering Materials and Technology:;2015:;volume( 137 ):;issue: 001
contenttypeFulltext


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