Wang Gui-fang. Stress Analysts of Plates with a Circular Hole Reinforced by Flange Reinforcing Member[J]. Applied Mathematics and Mechanics, 1987, 8(6): 547-565.
Citation:
Wang Gui-fang. Stress Analysts of Plates with a Circular Hole Reinforced by Flange Reinforcing Member[J]. Applied Mathematics and Mechanics, 1987, 8(6): 547-565.
Wang Gui-fang. Stress Analysts of Plates with a Circular Hole Reinforced by Flange Reinforcing Member[J]. Applied Mathematics and Mechanics, 1987, 8(6): 547-565.
Citation:
Wang Gui-fang. Stress Analysts of Plates with a Circular Hole Reinforced by Flange Reinforcing Member[J]. Applied Mathematics and Mechanics, 1987, 8(6): 547-565.
This paper deals with the problem of stress analysis of plates with a circular hole reinforced by flange reinforcing member.The so called flange reinforcing member here means that the reinforcing member is built up by setting shapes or bars with any section shape on both sides of the plates along the edge of the hole.Two cases of external loads are considered.In one case the external loads are stressesσX(∞),σY(∞),and τXY(∞) acting at infinite point of the plate,and in the other the external loads are linear distributed normal stresses.The procedure of solving the problems mentioned above consists of three steps.Firstly,the reinforcing member is taken out from the plates and considered to be a circular bar being solved to determine its deformation under the action of radial force q0(θ) and tangential force t0(θ) which are forces acting upon each other between reinforcing member and plate.Secondly,the displacements of plate with a circular hole under the action of q0(θ) and t0(θ) and external loads are determined.Finally,forces q0(θ) and t0(θ) are obtained by the compatibility of deformations between reinforcing member and plate.Then the internal forces and displacements of reinforcing member and plate are deduced from q0(θ) and t0(θ) obtained.