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Transverse shearing stress in rectangular plates
By means of plate equations developed by E.Riessner, transverse shearing stresses in thin, simply-supported, rectangular plate are determined; load distribution may be defined by any function which can be represented by double cosine series; solution for uniform loading is discussed in detail; experimental results obtained by frozen-stress technique of photoelasticity are compared with predictions of Reissner theory and classical theory; boundary conditions used are vanishing of deflection, bending moments, and twisting moments; results show marked difference between two theories near corner zones of plate.
Transverse shearing stress in rectangular plates
By means of plate equations developed by E.Riessner, transverse shearing stresses in thin, simply-supported, rectangular plate are determined; load distribution may be defined by any function which can be represented by double cosine series; solution for uniform loading is discussed in detail; experimental results obtained by frozen-stress technique of photoelasticity are compared with predictions of Reissner theory and classical theory; boundary conditions used are vanishing of deflection, bending moments, and twisting moments; results show marked difference between two theories near corner zones of plate.
Transverse shearing stress in rectangular plates
ASCE -- Proc (J Eng Mechanics Div)
Carley, T.G. (Autor:in) / Langhaar, H.L. (Autor:in)
1968
15 pages
Aufsatz (Zeitschrift)
Englisch
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