## Introduction to mechanics of deformable solids |

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Page 53

4.6 Txr and t„ are zero at the inner and outer

and uniformity along the length of the tube. and of uniformity along the length. It is

valid, therefore, even in a disturbed end region. Both the outer and the inner ...

4.6 Txr and t„ are zero at the inner and outer

**radius**independently of symmetryand uniformity along the length of the tube. and of uniformity along the length. It is

valid, therefore, even in a disturbed end region. Both the outer and the inner ...

Page 79

Equating summation of forces to zero gives the axial stress aa and the

circumferential stress ac in terms of the uniform interior pressure p, the

and the wall thickness tw. The symbol r represents equally well the inside

„ or the ...

Equating summation of forces to zero gives the axial stress aa and the

circumferential stress ac in terms of the uniform interior pressure p, the

**radius**r,and the wall thickness tw. The symbol r represents equally well the inside

**radius**r„ or the ...

Page 175

Consider a symmetric thick-walled sphere of inner

under interior pressure pa and exterior pressure p» (Fig. 9.1). Geometrically the

sphere is equivalent to a set of thin spherical shells of

Consider a symmetric thick-walled sphere of inner

**radius**a and outer**radius**bunder interior pressure pa and exterior pressure p» (Fig. 9.1). Geometrically the

sphere is equivalent to a set of thin spherical shells of

**radius**r and thickness Ar ...### What people are saying - Write a review

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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 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