| contributor author | B. Wang | |
| contributor author | S. R. Reid | |
| date accessioned | 2017-05-08T22:37:41Z | |
| date available | 2017-05-08T22:37:41Z | |
| date copyright | August 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9399%281995%29121%3A8%28888%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84281 | |
| description abstract | In a companion paper, the effects of large deflections were evaluated for plastic deformation of a cantilever beam under a transverse force pulse applied at its tip. Here, the effect of material elasticity is introduced in addition to the large deflections through a simple model. The beam is assumed to be rigid and perfectly-plastic, but instead of the usual fully clamped constraint at its root, an elastic, perfectly-plastic rotational spring is incorporated there so that the beam-spring system has a certain capacity to store elastic energy. Compared with the rigid, perfectly-plastic model, the present beam-spring model shows differences in the initial plastic hinge position and in the minimum magnitude of the force needed to produce plastic collapse. It is also shown that a range of different responses may occur as the remaining plastic hinge travels along the beam segment toward the root, rather than the unique response mode in the rigid, perfectly-plastic analysis. | |
| publisher | American Society of Civil Engineers | |
| title | Large-Deflection Analysis of Whipping Pipes. II: Rigid, Perfectly-Plastic Beam Model with Elastic Root Spring | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 8 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1995)121:8(888) | |
| tree | Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 008 | |
| contenttype | Fulltext | |