## Introduction to mechanics of deformable solids |

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Page ix

chapter 10 Combined loading, superposition 199 chapter 11

and principal strains. Stress and strain as tensors 218 chapter 12 (Isotropic)

stress-strain relations in three dimensions 264 Linear-viscous and linear-

viscoelastic ...

chapter 10 Combined loading, superposition 199 chapter 11

**Principal stresses**and principal strains. Stress and strain as tensors 218 chapter 12 (Isotropic)

stress-strain relations in three dimensions 264 Linear-viscous and linear-

viscoelastic ...

Page 235

List the further combinations of

is zero. D. Carefully plot the results to parts B and C on a two-dimensional stress-

space plot. On your graph indicate your estimate in pounds per square inch of ...

List the further combinations of

**principal stress**for yield when one**principal stress**is zero. D. Carefully plot the results to parts B and C on a two-dimensional stress-

space plot. On your graph indicate your estimate in pounds per square inch of ...

Page 239

In the special case of plane stress with ai = aa, a2 = ac, a3 = 0, I = cos /S, m = sin

0, n = 0, Eq. (11.4:5) reduces to Eq. (11.2:4). Note also that the addition of + p0 to

each of the

In the special case of plane stress with ai = aa, a2 = ac, a3 = 0, I = cos /S, m = sin

0, n = 0, Eq. (11.4:5) reduces to Eq. (11.2:4). Note also that the addition of + p0 to

each of the

**principal stresses**ai, a2, a3 adds + p0 to <rn [Eq. (11.4:3, 4)] and ...### 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