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contributor authorM. Ghandehari
contributor authorS. Krishnaswamy
contributor authorS. Shah
date accessioned2017-05-09T00:01:38Z
date available2017-05-09T00:01:38Z
date copyrightDecember, 2000
date issued2000
identifier issn0021-8936
identifier otherJAMCAV-26501#740_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/123207
description abstractSplitting of concrete caused by pullout of deformed rebars is investigated. The influence of specimen cross section size and geometry on the relationship between the components of stress and relative displacement at the interface is evaluated. Phase measurement interferometry is used for accurate mapping of the splitting cracks. The measured crack profiles, material model, and a fracture criterion are used in a hybrid experimental/numerical approach to evaluate the unknown normal component of traction at the interface. [S0021-8936(00)03603-5]
publisherThe American Society of Mechanical Engineers (ASME)
titleBond-Induced Longitudinal Fracture in Reinforced Concrete
typeJournal Paper
journal volume67
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.1313822
journal fristpage740
journal lastpage748
identifier eissn1528-9036
keywordsFracture (Materials)
keywordsFracture (Process)
keywordsDisplacement
keywordsConcretes
keywordsReinforced concrete
keywordsStress
keywordsGeometry AND Traction
treeJournal of Applied Mechanics:;2000:;volume( 067 ):;issue: 004
contenttypeFulltext


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