作者: G. Z. Voyiadjis , M. H. Baluch , W. K. Chi
DOI: 10.1061/(ASCE)0733-9399(1985)111:9(1130)
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摘要: The equations governing the bending of plates, taking into account influence transverse normal strain, are recast a form involving average displacement function, w. resulting sixth order system is solved for Levy-type with variety boundary conditions considered in direction orthogonal to simply supported direction. Results tabulated displacement, w, together plate moments M\dx and M\dy. Comparisons made corresponding quantities as obtained from classical theory shear deformation where available.