## Introduction to mechanics of deformable solids |

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Page 53

Axial symmetry with N = 0 requires the total axial force on the shaded area of the

cross section in Fig. 4.4 to be

requires <rx = 0 at each point of the cross section. Therefore, of all the stress ...

Axial symmetry with N = 0 requires the total axial force on the shaded area of the

cross section in Fig. 4.4 to be

**zero**. Constancy of ax in the radial direction thenrequires <rx = 0 at each point of the cross section. Therefore, of all the stress ...

Page 171

Daniel Charles Drucker. Symmetry and antisymmetry are satisfied. Rotation of 90

° about the axis of the shaft leaves the picture unchanged, as does end-for-end

rotation about A-A'. If

...

Daniel Charles Drucker. Symmetry and antisymmetry are satisfied. Rotation of 90

° about the axis of the shaft leaves the picture unchanged, as does end-for-end

rotation about A-A'. If

**zero**shear strain is to correspond to the**zero**shear stress at...

Page 237

They (and the corresponding cross shears) must be

on principal stresses are correct. The next step of the proof is to indicate the

orientation of the two planes of secondary principal stresses <rj, a, (rj, = 0) for the

set of ...

They (and the corresponding cross shears) must be

**zero**if previous statementson principal stresses are correct. The next step of the proof is to indicate the

orientation of the two planes of secondary principal stresses <rj, a, (rj, = 0) for the

set of ...

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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