## Introduction to mechanics of deformable solids |

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Page 57

1.5, the

in angle from the original 90° between the direction of the generator and any one

of the outer circles. Therefore, as illustrated in Fig. 4.9, tan y is given by the ...

1.5, the

**shear strain**7 at the outer surface is this constant angle of tilt, the changein angle from the original 90° between the direction of the generator and any one

of the outer circles. Therefore, as illustrated in Fig. 4.9, tan y is given by the ...

Page 59

1-11, June, 1960. and makes the designation "true" strain not unreasonable. If

the shear-stress vs

change of scale, the

small 7 ...

1-11, June, 1960. and makes the designation "true" strain not unreasonable. If

the shear-stress vs

**shear**-**strain**curves are simple T versus <(> curves with achange of scale, the

**shear strain**as computed will be tan y automatically. Forsmall 7 ...

Page 442

Shaft, rectangular, 172 square, 171 Shear center (center of flexure or twist), 364-

366 Shear diagram, 337 Shear flow, 362 ... 360, 361 sign convention, 336, 337 "

Shear" fracture in compression, 66 Shear modulus, 57, 265, 429

...

Shaft, rectangular, 172 square, 171 Shear center (center of flexure or twist), 364-

366 Shear diagram, 337 Shear flow, 362 ... 360, 361 sign convention, 336, 337 "

Shear" fracture in compression, 66 Shear modulus, 57, 265, 429

**Shear strain**, 4,...

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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