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contributor authorKyle A. Riding
contributor authorJonathan L. Poole
contributor authorAnton K. Schindler
contributor authorMaria C. G. Juenger
contributor authorKevin J. Folliard
date accessioned2017-05-08T21:57:19Z
date available2017-05-08T21:57:19Z
date copyrightSeptember 2014
date issued2014
identifier other%28asce%29mt%2E1943-5533%2E0000987.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67347
description abstractThis study addresses the use of a stress-to-strength ratio as a failure criterion for thermal cracking. Restrained cracking frame specimens and accompanying match-cured concrete cylinders were tested to determine the ratio of stress-to-splitting tensile strength at cracking. A stress-to-splitting tensile strength ratio of 0.57 was found to give a 50% probability of cracking and lognormal standard deviation of 0.16 when splitting tensile cylinders sized
publisherAmerican Society of Civil Engineers
titleStatistical Determination of Cracking Probability for Mass Concrete
typeJournal Paper
journal volume26
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000947
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009
contenttypeFulltext


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