Cheng Chang-jun, Yang Xiao. The Bending of a Thick Rectangular Plate with Three Clamped Edges and One Free Edge[J]. Applied Mathematics and Mechanics, 1990, 11(6): 505-520.
Citation:
Cheng Chang-jun, Yang Xiao. The Bending of a Thick Rectangular Plate with Three Clamped Edges and One Free Edge[J]. Applied Mathematics and Mechanics, 1990, 11(6): 505-520.
Cheng Chang-jun, Yang Xiao. The Bending of a Thick Rectangular Plate with Three Clamped Edges and One Free Edge[J]. Applied Mathematics and Mechanics, 1990, 11(6): 505-520.
Citation:
Cheng Chang-jun, Yang Xiao. The Bending of a Thick Rectangular Plate with Three Clamped Edges and One Free Edge[J]. Applied Mathematics and Mechanics, 1990, 11(6): 505-520.
The exact solution of the bending of a thick rectangular plate with three clamped edges and one free edge under a uniform transverse load is obtained by means of the concept of generalized simply-supported boundary[1] in Reissner's theory of thick plates. The effect of the thickness h of a plate on the bending is studied and the applicable range of Kirchhoffs theory for bending of thin plates is considered.
Cheng Chang-jun(程昌钧) and Duan Da-ming(段大鸣),Concept of generalized simply-supported boundary in theory of thick plates,KEXUE TONGBAO,33,6(1988),472-477.
[2]
Reissner,E.,The effect of transverse shear deformation on the bending of elastic plates,J.Appl.Mech.,12(1945),69-86.
[3]
Reissner,E.,On bending of elastic plates,Quart.Appl.Math.,5(1947),55-68.
[4]
Salerno,V.and M.A.Goldberg,Effect of shear deformation on the bending of rectangular plates,J.Appl.Mech.,27(1960),54.