| contributor author | C. Bosco | |
| contributor author | A. Carpinteri | |
| contributor author | P. G. Debernardi | |
| date accessioned | 2017-05-08T20:53:37Z | |
| date available | 2017-05-08T20:53:37Z | |
| date copyright | February 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A2%28427%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30778 | |
| description abstract | A dimensional analysis criterion is proposed to compute the minimum amount of reinforcement for high‐strength concrete members in flexure. Such an amount is assumed to be provided by the condition of simultaneous first cracking aand steel yielding. The fracture mechanics model utilized defines a brittleness number | |
| publisher | American Society of Civil Engineers | |
| title | Minimum Reinforcement in High‐Strength Concrete | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:2(427) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002 | |
| contenttype | Fulltext | |
