Parametric analysis on PHFB under uniformlydistributedloads is made.
开展了PHFB梁在均布荷载作用下的参数分析。
2
The Free-Parameter Perturbation Method together with Spline-Method are applied to study the nonlinear local stability of the dished shallow shell under uniformlydistributedloads, i.
The relative ultimate bearing capacity of PHFB with that of HFB is compared, then the difference between PHFB under uniformlydistributedloads and PHFB under uniform bending is analyzed.