## Introduction to mechanics of deformable solids |

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Page vii

... 5.2 Thin-walled Pressure Vessels and Pipes 73 Spherical shell 73 6.6

Statically Indeterminate Problems 106 7.1 Pure ... Stress and Strain 89 6.2

6.4 Statically ...

... 5.2 Thin-walled Pressure Vessels and Pipes 73 Spherical shell 73 6.6

Statically Indeterminate Problems 106 7.1 Pure ... Stress and Strain 89 6.2

**Statically Determinate**Assemblages 90 6.3**Statically Determinate**Problems 946.4 Statically ...

Page 90

... will appear later when still more general nonhomogeneous states of stress are

studied and the equation of virtual work is employed. 6.2 /

assemblages shown ...

... will appear later when still more general nonhomogeneous states of stress are

studied and the equation of virtual work is employed. 6.2 /

**STATICALLY****DETERMINATE**ASSEMBLAGES The**statically determinate**two-barassemblages shown ...

Page 334

14.3 to 14.8 are

moments are determined by considerations of equilibrium alone in a problem of

statics. As shown by free-body sketches and moment diagrams of M versus x, the

...

14.3 to 14.8 are

**statically determinate**. Reactions. shear forces, and bendingmoments are determined by considerations of equilibrium alone in a problem of

statics. As shown by free-body sketches and moment diagrams of M versus x, the

...

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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 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