Introduction to Mechanics of Deformable Solids |
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Page 156
... surface and insulated completely on its two side surfaces . The temperature induced in the bar is 164 ° F everywhere at the top surface and 100 ° F at the bottom surface . Take the modulus of elasticity of steel to be 30 X 10 psi and ...
... surface and insulated completely on its two side surfaces . The temperature induced in the bar is 164 ° F everywhere at the top surface and 100 ° F at the bottom surface . Take the modulus of elasticity of steel to be 30 X 10 psi and ...
Page 255
... surface are almost always determinations of normal strains en by gages applied to or on the surface . Birefringent ( photoelastic ) coatings are an important exception which give the maximum shear strain in the surface directly and the ...
... surface are almost always determinations of normal strains en by gages applied to or on the surface . Birefringent ( photoelastic ) coatings are an important exception which give the maximum shear strain in the surface directly and the ...
Page 285
... surface of constant then is a surface of constant D , as it is also when the much less restrictive form of is chosen , a function of a homogeneous func- tion . This coincidence of surfaces holds in particular for a linear - viscous ...
... surface of constant then is a surface of constant D , as it is also when the much less restrictive form of is chosen , a function of a homogeneous func- tion . This coincidence of surfaces holds in particular for a linear - viscous ...
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applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ