## Introduction to mechanics of deformable solids |

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Linear-yiscous and linear-tiacoelastic materials 197 Nonlinear materials 197 9.4

Problems 197 chapter 10 Combined loading, superposition J99 chapter 11

12 ...

Linear-yiscous and linear-tiacoelastic materials 197 Nonlinear materials 197 9.4

Problems 197 chapter 10 Combined loading, superposition J99 chapter 11

**Principal stresses**and principal strains. Stress and strain as tensors 218 chapter12 ...

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 236

11.17 Secondary

exist and act on planes of zero shear stress (see also Fig. 11.1). as /3 changes.

These "

11.17 Secondary

**principal stresses**<r{, (a) (b) (c) Fig. 11.18**Principal stresses**exist and act on planes of zero shear stress (see also Fig. 11.1). as /3 changes.

These "

**principal stresses**" <rj, a, are not real**principal stresses**. As shown in Fig.### What people are saying - Write a review

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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