This load supporting prefabricated wall consists of a thin plate reinforced along its boundaries by a frame. With the loads acting on the frame, the plate has its boundary conditions defined neither by forces nor by displacements. On the basis of satisfying the biharmonic equation of the stress function for the plate, we make the total strain energy to be minimum to ensure the compatibility of displacements for the two elastic bodies. Thus we get a set of infinite simultaneous equations. The results obtained indicate the method of solution is effective.
Karman, Th. V., Festschrift August Fopple,(1923), p.114.
[3]
Hoff, N. J, Stresses in a reinforced monocoque cylinder under concentrated symmetric transverse loads, J. Appl. Mech., Vol. 11, No. 4,(1944).
[4]
张福范、燕公溥, The Analysis of a Load Supporting Prefabricated Wall, Preliminary Program, Ninth U. S. National Congress of Applied Mechanics, June 21-25,(1982).