Statistical Determination of Cracking Probability for Mass ConcreteSource: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009Author:Kyle A. Riding
,
Jonathan L. Poole
,
Anton K. Schindler
,
Maria C. G. Juenger
,
Kevin J. Folliard
DOI: 10.1061/(ASCE)MT.1943-5533.0000947Publisher: American Society of Civil Engineers
Abstract: This 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
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contributor author | Kyle A. Riding | |
contributor author | Jonathan L. Poole | |
contributor author | Anton K. Schindler | |
contributor author | Maria C. G. Juenger | |
contributor author | Kevin J. Folliard | |
date accessioned | 2017-05-08T21:57:19Z | |
date available | 2017-05-08T21:57:19Z | |
date copyright | September 2014 | |
date issued | 2014 | |
identifier other | %28asce%29mt%2E1943-5533%2E0000987.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67347 | |
description abstract | This 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 | |
publisher | American Society of Civil Engineers | |
title | Statistical Determination of Cracking Probability for Mass Concrete | |
type | Journal Paper | |
journal volume | 26 | |
journal issue | 9 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0000947 | |
tree | Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009 | |
contenttype | Fulltext |