## Introduction to mechanics of deformable solids |

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Page 175

chapter 9 Thick-walled pressure vessels 9.1 /

assembling of individually homogeneous bars in tension and compression to

form a beam was reasonably straightforward. The assembling of homogeneous ...

chapter 9 Thick-walled pressure vessels 9.1 /

**THICK**-**WALLED SPHERE**Theassembling of individually homogeneous bars in tension and compression to

form a beam was reasonably straightforward. The assembling of homogeneous ...

Page 191

9.7 Revert to the torsion of a thick-walled shaft approximated by just two thin

shells, one at the inner radius a, the other at ... 9.3 / THICK-WALLED CIRCULAR

CYLINDER Just as the

from an ...

9.7 Revert to the torsion of a thick-walled shaft approximated by just two thin

shells, one at the inner radius a, the other at ... 9.3 / THICK-WALLED CIRCULAR

CYLINDER Just as the

**thick**-**walled sphere**may be assembled geometricallyfrom an ...

Page 435

... 365 Characteristic value (see Eigenvalue) Circumferential strain, 75 in

assemblage, of spherical shells, 186- 189 of tubes, 192, 193 in pressurized

spherical shell, 78 in pressurized tube, 80, 81 in

thick-walled ...

... 365 Characteristic value (see Eigenvalue) Circumferential strain, 75 in

assemblage, of spherical shells, 186- 189 of tubes, 192, 193 in pressurized

spherical shell, 78 in pressurized tube, 80, 81 in

**thick**-**walled sphere**, 180, 182 inthick-walled ...

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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 nonlinear-viscous 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 rigid end plates rotation shaft shear strain shear stress shell 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 torque torsion uniform unloading versus viscous yield curve yield stress zero