Introduction to Mechanics of Deformable Solids |
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Page 158
... conditions of deformation , the equality of elongation or of contraction of the two tubes , δι = 82 is satisfied with zero axial forces P1 , P2 . With this cautionary statement , which involves real physical restrictions , the only ...
... conditions of deformation , the equality of elongation or of contraction of the two tubes , δι = 82 is satisfied with zero axial forces P1 , P2 . With this cautionary statement , which involves real physical restrictions , the only ...
Page 307
... Deformation path specified ( d8 0 ) ; ( b ) load path specified ( dR = L * = 0 ) . Approach to the limit state L ... conditions of deformation permits solution step by step . On the other hand , the geometric approach indicates clearly ...
... Deformation path specified ( d8 0 ) ; ( b ) load path specified ( dR = L * = 0 ) . Approach to the limit state L ... conditions of deformation permits solution step by step . On the other hand , the geometric approach indicates clearly ...
Page 335
... condition of deformation plus enough information to locate the x axis as the line passing through A and B of Fig . 14.9 . In more direct geometric terms , the one condi- tion of deformation expressed by the three boundary conditions is ...
... condition of deformation plus enough information to locate the x axis as the line passing through A and B of Fig . 14.9 . In more direct geometric terms , the one condi- tion of deformation expressed by the three boundary conditions is ...
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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