Analysis of properties of bending bar under axial dynamic loads 压弯杆件的动荷性能分析
In - plane elastoplastic stability of tapered bending members 格构式压弯杆平面内稳定计算
Calculation of out - of - plane stability of bending members with box sections 两端铰接楔形压弯杆平面外稳定
Because of its simplicity of the critical moment and the good precision , the solutions based on gjelsvik theory are used in the elastic - plastic phase . the ultimate load carrying capacity of box section beams are calculated considering the effect of plasticity and residual stresses 其次,运用基于gielsvik约束扭转理论推导了箱形偏压杆的弹性弯扭屈曲荷载,同时给出了压弯杆在弹性弯扭屈曲的轴力和弯矩相关关系。