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contributor authorChengsheng Ouyang
contributor authorEric Landis
contributor authorSurendra P. Shah
date accessioned2017-05-08T22:36:06Z
date available2017-05-08T22:36:06Z
date copyrightNovember 1991
date issued1991
identifier other%28asce%290733-9399%281991%29117%3A11%282681%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83405
description abstractAn acoustic emission (AE) is a localized rapid release of strain energy in a stressed material. Quantitative acoustic emission measurement techniques have recently been developed to estimate the location, size, orientation, and fracture mode of individual microcracks. Quantitative AE techniques were applied to a laboratory study of plain concrete beams under four point loading. Center‐notched and off‐center‐notched beams were loaded in order to produce, respectively, mode I and mixed mode failure. Using AE seismic moment tensor representation, mi‐crocracking was characterized as mode I, mode II, or mixed mode. The mode of microcracking was compared to the mode of the visible crack. Most microcrack planes were in a direction normal to the tensile stress for a mode I macrocrack (center‐notched), whereas microcrack planes were relatively uniformly distributed for a mixed‐mode macrocrack (off‐center notched). A large number of mixed‐mode microcracks were observed even for the center‐notched beam indicating that fracture mechanisms of microcracks may differ from the main macromechanical crack. It is shown that AE measurements can provide a potentially powerful tool in assessing damage.
publisherAmerican Society of Civil Engineers
titleDamage Assessment in Concrete Using Quantitative Acoustic Emission
typeJournal Paper
journal volume117
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1991)117:11(2681)
treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 011
contenttypeFulltext


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