Size Effect Tests of High Strength ConcreteSource: Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 001Author:Siddik Şener
DOI: 10.1061/(ASCE)0899-1561(1997)9:1(46)Publisher: American Society of Civil Engineers
Abstract: Results 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
|
Collections
Show full item record
| contributor author | Siddik Şener | |
| date accessioned | 2017-05-08T21:16:57Z | |
| date available | 2017-05-08T21:16:57Z | |
| date copyright | February 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290899-1561%281997%299%3A1%2846%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45484 | |
| description abstract | Results 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 | |
| publisher | American Society of Civil Engineers | |
| title | Size Effect Tests of High Strength Concrete | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1997)9:1(46) | |
| tree | Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 001 | |
| contenttype | Fulltext |