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contributor authorEric N. Landis
contributor authorEdwin N. Nagy
contributor authorDenis T. Keane
contributor authorGeorge Nagy
date accessioned2017-05-08T22:38:57Z
date available2017-05-08T22:38:57Z
date copyrightJune 1999
date issued1999
identifier other%28asce%290733-9399%281999%29125%3A6%28599%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85003
description abstractA high-resolution 3D scanning technique called X-ray microtomography was applied to measure internal damage and crack growth in small mortar cylinders loaded in compression. Synchrotron-based microtomography allows us to resolve internal features that are only a few microns in size. Multiple tomographic scans were made of the same specimen at different levels of deformation using a custom-built loading frame. 3D image analysis was used to measure internal crack growth during each deformation increment. Measured load-deformation curves were used to calculate the nonrecoverable work of the external load on the specimen. Nonrecoverable work of load was related to measured incremental change in crack surface area to estimate work-of-fracture in three dimensions. Initial results indicate a nearly constant work-of-fracture for the early stages of crack growth. These results show that basic fracture mechanics principles may be applied to concrete in compression; however, we must think in terms of 3D multiple crack systems rather than traditional 2D single crack systems.
publisherAmerican Society of Civil Engineers
titleTechnique to Measure 3D Work-of-Fracture of Concrete in Compression
typeJournal Paper
journal volume125
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1999)125:6(599)
treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 006
contenttypeFulltext


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