The distributed load is regarded as polynomial function or uniformly distributed moment along the edge.
A model for analyzing the large deflection of an elastic cantilever beam with constraint under uniformly distributed load was established.
The precise formula of node force fitted second order distributed load is developed sing virtual work principle.
In this paper the behavior, failure models and ultimate bearing capacity of the two-span continuous wall-beams under the uniformly distributed load is presented.
The circular elastic slice of degassing valve was simplified as ring mechanics and the mechanic model of the slice under uniformly distributed load was established to investigate its deformation.
A shell element model instead of beam element model is used to study the in-plane eigen buckling behavior of I-sectional arches with web openings subject to radially uniformly distributed load.
