## Introduction to mechanics of deformable solids |

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Page 76

If

independent material, the curve is very much like one for uniaxial tension or

compression or simple shear. If, instead, a is plotted against e, the picture has the

same ...

If

**interior pressure**is plotted against diametral expansion for a ductile time-independent material, the curve is very much like one for uniaxial tension or

compression or simple shear. If, instead, a is plotted against e, the picture has the

same ...

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 Ikick-walled sphere of...

Page 178

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

limit pressure paL, P^ = 2/n- (9.1:9) C0 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, P^ = 2/n- (9.1:9) C0 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

angle applied assemblage axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cross section cylinder dashpot deflection diameter direction displacement elastic-perfectly plastic elongation equation of virtual equations of equilibrium factor of safety free-body sketch 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 principal stresses Prob problem pure bending radial radius ratio rotation shaft shear center shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel strain rate stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled thickness time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress zero