Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 85
Page 94
... results for u and v above . As mentioned previously , these forms are valid for small displacements and small angle ... result differ from the motion which would be caused by a drop in temperature of 80 prior to the application of FA ...
... results for u and v above . As mentioned previously , these forms are valid for small displacements and small angle ... result differ from the motion which would be caused by a drop in temperature of 80 prior to the application of FA ...
Page 185
... result for the plastic - limit pressure pa can be obtained by pretending that the elastic - perfectly plastic thick - walled sphere is a single thin - walled shell of radius a and thickness tba . The net circumferential stress & σ + po ...
... result for the plastic - limit pressure pa can be obtained by pretending that the elastic - perfectly plastic thick - walled sphere is a single thin - walled shell of radius a and thickness tba . The net circumferential stress & σ + po ...
Page 315
... result in oa10a2 . With v result for homogeneous linear - elastic material is [ see ( 13.5 : 10 ) , n = 1 ] = αδρα p = a3 + b3t1 / t2 = the ( 13.6 : 2 ) The equations of equilibrium are independent of this point about Poisson's ratio ...
... result in oa10a2 . With v result for homogeneous linear - elastic material is [ see ( 13.5 : 10 ) , n = 1 ] = αδρα p = a3 + b3t1 / t2 = the ( 13.6 : 2 ) The equations of equilibrium are independent of this point about Poisson's ratio ...
Other editions - View all
Common terms and phrases
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