## Introduction to mechanics of deformable solids |

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Page 194

Daniel Charles Drucker. outward by a total force F. F = paira2 + pir(62 - a2) = *P.[

«' + a3 + b, J = * fl3 + b3 P. = — 27~ (9~3-17) Therefore a compressive

of F — (Pi + P2) is required to prevent relative axial motion w of the end plates ...

Daniel Charles Drucker. outward by a total force F. F = paira2 + pir(62 - a2) = *P.[

«' + a3 + b, J = * fl3 + b3 P. = — 27~ (9~3-17) Therefore a compressive

**axial force**of F — (Pi + P2) is required to prevent relative axial motion w of the end plates ...

Page 210

10.4 / YIELD CURVES AND SURFACES (IN STRESS SPACE) Suppose now that

a number of closed-end thin-walled circular tubes of a particular structural metal

are tested under various combinations of

10.4 / YIELD CURVES AND SURFACES (IN STRESS SPACE) Suppose now that

a number of closed-end thin-walled circular tubes of a particular structural metal

are tested under various combinations of

**axial force**R, interior pressure p, and ...Page 404

16.2 Small deflection,

compressive force P destabilizes. Neither causes bending moment in the

undeformed configuration. (b) Undeformed configuration; (c) deformed

configuration. column ...

16.2 Small deflection,

**axial force**plus bending. Tensile force R stabilizes;compressive force P destabilizes. Neither causes bending moment in the

undeformed configuration. (b) Undeformed configuration; (c) deformed

configuration. column ...

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applied assemblage axial force beam behavior centroid circumferential column compatibility components of stress conditions of deformation constant creep cross section cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch fully plastic homogeneous idealization increase inelastic initial interior pressure isotropic Kelvin Kelvin material limit linear Maxwell linear-elastic response linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer perfectly plastic perpendicular plane plastic deformation plastic-limit Poisson's ratio principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled sphere thickness time-dependent tion torque torsion uniform unloading versus viscous yield curve yield stress zero