## Introduction to mechanics of deformable solids |

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Page 185

Although each

must approximate b — a. Approximation by one or more thin

for the plastic-limit pressure paL can be obtained by pretending that the ...

Although each

**shell**will be treated as very thin, the combined thickness reallymust approximate b — a. Approximation by one or more thin

**shells**A crude resultfor the plastic-limit pressure paL can be obtained by pretending that the ...

Page 186

Fixed spacing of two thin

the thick-walled homogeneous sphere of isotropic elastic-perfectly plastic

material. Try one which could be constructed with properly chosen metals and

which ...

Fixed spacing of two thin

**shells**Many choices seem possible for the simulation ofthe thick-walled homogeneous sphere of isotropic elastic-perfectly plastic

material. Try one which could be constructed with properly chosen metals and

which ...

Page 187

at + p = <ro- With subscripts to distinguish between the

= (9.1:38) for the inner

outer

at + p = <ro- With subscripts to distinguish between the

**shells**, ai = <M + Pi2 = <ro= (9.1:38) for the inner

**shell**1 and rf2 = <r2 + pt = ,0 = (p"~Pt)b (9.1:39) for theouter

**shell**2, where 2<i = 2<2 = 6 — a if both**shells**are taken to be of equal ...### What people are saying - Write a review

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### Common terms and phrases

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