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Torsional Response of Linear Viscoelastic Plates Subjected to Thermal Stresses
On the Creep Stress Analysis of some Structures
17 other sections not shown
angle applied approximation assumed axes axial beam bending boundary conditions Brown University calculated coefficients column components compressive considered constant temperature corresponding creep buckling creep data creep deformations Creep in Structures creep law creep rate creep rupture creep strain creep test cross section curvature defined by Eq deflection derived determined deviatoric differential equation disks displacement dynamic creep equilibrium equivalent experimental expression flange force Fourier series function given Hooke's law incremental initial conditions integration Laplace transform load material method Mises criterion modulus neutral axis non-dimensional non-linear numerical obtained Odqvist parameter plastic plate power law Proc radial radius ratio relation shear center shearing stresses shell shown in Fig Stanford University static steady creep strain rate strain tensor stress distribution stress range stress-strain stress-strain curve symmetry Taira tensor theory thermal stresses tion torsional transient tube twist values variable variation velocity viscoelastic wrinkle yields zero