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contributor authorMohammed Seddik Meddah
contributor authorArezki Tagnit-Hamou
date accessioned2017-05-08T21:55:27Z
date available2017-05-08T21:55:27Z
date copyrightJuly 2011
date issued2011
identifier other%28asce%29mt%2E1943-5533%2E0000294.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66616
description abstractEarly age cracking is usually the result of internal tensile stresses induced by self-desiccation shrinkage (SDS) rather than external loading. Hence, the prediction of early age cracking risk is strongly linked to autogenous shrinkage development. Both the ultimate magnitude of shrinkage and the time zero (TZ), at which shrinkage starts to develop an internal stress, could be decisive for high-performance concrete (HPC) durability. The moment TZ can be considered as the borderline between autoplastic shrinkage and effective shrinkage. Deformation rate curves might be used as a framework to identify the three main phases of hardening that occur in cement paste as hydration progresses, and the development rate of autogenous shrinkage (AS). The present study proposes starting shrinkage measurement (autogenous or total) from the moment when the rate of deformation reaches its maximum value (the first peak in the curve) and the shrinkage strain rate curve pattern changes sharply, or at the end of plastic-shrinkage. To determine the TZ with more accuracy and predict the critical moment when internal stresses may start to develop, continuous shrinkage measurement was carried out on different HPC mixtures designed with three water-to-binder ratios (
publisherAmerican Society of Civil Engineers
titleEvaluation of Rate of Deformation for Early-Age Concrete Shrinkage Analysis and Time Zero Determination
typeJournal Paper
journal volume23
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000261
treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
contenttypeFulltext


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