## Introduction to mechanics of deformable solids |

### From inside the book

Results 1-3 of 57

Page 69

Daniel Charles Drucker. strength is less than half the crushing strength but is

greater than the

in the form of a solid bar and not a tube. Borrow a piece from the instructor, and

twist ...

Daniel Charles Drucker. strength is less than half the crushing strength but is

greater than the

**tensile strength**. Blackboard chalk exhibits this behavior, but it isin the form of a solid bar and not a tube. Borrow a piece from the instructor, and

twist ...

Page 79

The symbol r represents equally well the inside radius r„ or the mean radius rm,

or the outside radius of the shell when tw <K r. aa(2wrmtw) - p(irr,2) <r _ Pr<2 _ Pr

2rmLu 'Zty, and fc2(LU = p(2rL) The axial

...

The symbol r represents equally well the inside radius r„ or the mean radius rm,

or the outside radius of the shell when tw <K r. aa(2wrmtw) - p(irr,2) <r _ Pr<2 _ Pr

2rmLu 'Zty, and fc2(LU = p(2rL) The axial

**tensile stress**aa in the cylindrical shell...

Page 443

Stress, biaxial, 63, 223 component transformation, 240 generalized, 322-328, 6,

89 on inclined plane, biaxial stress, 224, ... 33 on

strength, 84 Tensile force, 5 Tensile fracture in torsion, 67

, ...

Stress, biaxial, 63, 223 component transformation, 240 generalized, 322-328, 6,

89 on inclined plane, biaxial stress, 224, ... 33 on

**tensile strength**, 85 on yieldstrength, 84 Tensile force, 5 Tensile fracture in torsion, 67

**Tensile strength**, 14, 85, ...

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### Common terms and phrases

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