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contributor authorGiuseppe Ferro
contributor authorAlberto Carpinteri
date accessioned2017-05-09T00:26:38Z
date available2017-05-09T00:26:38Z
date copyrightJuly, 2008
date issued2008
identifier issn0021-8936
identifier otherJAMCAV-26708#041003_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/137261
description abstractThe size effects in compression on drilled cylindrical concrete specimens obtained from a unique concrete block over a large scale range (1:19) are analyzed. The experimental results show scale effects on dissipated energy density rather than on the compressive strength. A theoretical explanation for such a phenomenon is presented, assuming a noninteger physical dimension of the subdomain where dissipation occurs. A comparison between experimental and theoretical values is discussed and a renormalization procedure to obtain a scale-independent constitutive law is presented.
publisherThe American Society of Mechanical Engineers (ASME)
titleEffect of Specimen Size on the Dissipated Energy Density in Compression
typeJournal Paper
journal volume75
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2910899
journal fristpage41003
identifier eissn1528-9036
keywordsDensity
keywordsConcretes
keywordsDimensions
keywordsCompression
keywordsFractals AND Energy dissipation
treeJournal of Applied Mechanics:;2008:;volume( 075 ):;issue: 004
contenttypeFulltext


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