## Introduction to mechanics of deformable solids |

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Page 76

Return now to a truly thin shell and the behavior of reasonably homogeneous

and isotropic material under essentially homogeneous stress. If

is plotted against diametral expansion for a ductile time-independent material,

the ...

Return now to a truly thin shell and the behavior of reasonably homogeneous

and isotropic material under essentially homogeneous stress. If

**interior pressure**is plotted against diametral expansion for a ductile time-independent material,

the ...

Page 175

Next in logical sequence to the topics covered previously is the assembling of

homogeneous isotropic thin-walled

under

...

Next in logical sequence to the topics covered previously is the assembling of

homogeneous isotropic thin-walled

**pressure**vessels into thick- walled vesselsunder

**interior**and exterior**pressure**. Consider a symmetric thick-walled sphere of...

Page 178

and the pressure required at r = a to produce this fully plastic state is the plastic-

limit pressure paL, ^ = 2 In- (9.1:9) <to a as shown by the curve labeled Exact in

Fig. 9.3. Very high

and the pressure required at r = a to produce this fully plastic state is the plastic-

limit pressure paL, ^ = 2 In- (9.1:9) <to a as shown by the curve labeled Exact in

Fig. 9.3. Very high

**interior pressures**can be held in sufficiently ductile thick ...### 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