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contributor authorMirvat Omar
contributor authorAhmed Loukili
contributor authorGilles Pijaudier-Cabot
contributor authorYann Le Pape
date accessioned2017-05-08T21:18:36Z
date available2017-05-08T21:18:36Z
date copyrightFebruary 2009
date issued2009
identifier other%28asce%290899-1561%282009%2921%3A2%2865%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46514
description abstractThe serviceability of concrete structures is a problem in which creep and damage are coupled. In this paper, we present experimental investigations on concrete that involve tertiary creep. We consider residual capacity tests on notched bending beams and investigate the evolution of size effect due to basic creep. In these experiments, beams are first subjected to a constant load, at a given ratio of the maximum capacity during
publisherAmerican Society of Civil Engineers
titleCreep-Damage Coupled Effects: Experimental Investigation on Bending Beams with Various Sizes
typeJournal Paper
journal volume21
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2009)21:2(65)
treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 002
contenttypeFulltext


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