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contributor authorSiddik Şener
date accessioned2017-05-08T21:16:57Z
date available2017-05-08T21:16:57Z
date copyrightFebruary 1997
date issued1997
identifier other%28asce%290899-1561%281997%299%3A1%2846%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45484
description abstractResults of failure of cylinders under the uniaxial compression are reported. Cylinders of three different diameters (37.5, 75, and 150 mm) were tested. For all the cylinders, the height to diameter ratio was
publisherAmerican Society of Civil Engineers
titleSize Effect Tests of High Strength Concrete
typeJournal Paper
journal volume9
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(1997)9:1(46)
treeJournal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 001
contenttypeFulltext


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