TY - JOUR
T1 - Large-deflection analysis of whipping pipes. II
T2 - Rigid, perfectly-plastic beam model with elastic root spring
AU - Wang, B.
AU - Reid, S. R.
PY - 1995/1/1
Y1 - 1995/1/1
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=0029358543&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)0733-9399(1995)121:8(888)
DO - 10.1061/(ASCE)0733-9399(1995)121:8(888)
M3 - Article
AN - SCOPUS:0029358543
VL - 121
SP - 888
EP - 895
JO - Journal of Engineering Mechanics
JF - Journal of Engineering Mechanics
SN - 0733-9399
IS - 8
ER -