| contributor author | Giorgio Monti | |
| contributor author | Camillo Nuti | |
| date accessioned | 2017-05-08T20:54:29Z | |
| date available | 2017-05-08T20:54:29Z | |
| date copyright | December 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9445%281992%29118%3A12%283268%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31308 | |
| description abstract | The effects of inelastic buckling on monotonic and cyclic behavior of reinforcing steel bars are studied. Experimental tests show that this phenomenon occurs when the ratio between length and diameter of the bar exceeds 5, and that it leads to a postyield softening branch in compression that strongly influences the cyclic behavior of the bar. An analytical model of rebars accounting for inelastic buckling is presented, suitable for inclusion in programs for the analysis of | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Cyclic Behavior of Reinforcing Bars Including Buckling | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1992)118:12(3268) | |
| tree | Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012 | |
| contenttype | Fulltext | |