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contributor authorZdeněk P. Bažant
contributor authorYunping Xi
date accessioned2017-05-08T22:37:33Z
date available2017-05-08T22:37:33Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290733-9399%281995%29121%3A2%28281%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84193
description abstractThe basic creep of concrete is the time-dependent strain caused by a sustained stress in absence of moisture movements. It is the strain observed on sealed specimens. Similar to other properties of concrete, it is dependent on the age of concrete, as a consequence of long-time chemical reactions associated with the hydration of cement. This paper formulates the solidification theory with a continuous retardation spectrum, and shows how this spectrum can be readily and unambiguously identified from arbitrary measured creep curves and how it then can be easily converted to a discrete spectrum for numerical purposes. The identification of the continuous spectrum is based on Tschoegl's work on viscoelasticity of polymers. Attention is limited to basic creep.
publisherAmerican Society of Civil Engineers
titleContinuous Retardation Spectrum for Solidification Theory of Concrete Creep
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1995)121:2(281)
treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


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