## Introduction to mechanics of deformable solids |

### From inside the book

Results 1-3 of 35

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

9.9 Simulation by two spherical

9.9. Algebra then is kept to a minimum consistent with an understanding of the

behavior of the real system. Numbers obtained, however, cannot be expected to

...

9.9 Simulation by two spherical

**shells**(presumed thin). radius b, as drawn in Fig.9.9. Algebra then is kept to a minimum consistent with an understanding of the

behavior of the real system. Numbers obtained, however, cannot be expected to

...

Page 187

With subscripts to distinguish between the

for the inner

6 — a if both

With subscripts to distinguish between the

**shells**, ft = 1 + p» - «» - ~ Pu)a (9.1:38)for the inner

**shell**1 and *,-„ + »-„- (9.x :39) for the outer**shell**2, where 2<i = 2t2 =6 — a if both

**shells**are taken to be of equal thickness. From (9.1:39): P21 ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### 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 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