## Introduction to mechanics of deformable solids |

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... 353 14.7 Shear Stress and

of Shear Stress and

Symmetric homogeneous beam of linear material, unsymmvtric loading 368

Unsymmetric ...

... 353 14.7 Shear Stress and

**Shear Center**360**Shear center**364 14.8 Problemsof Shear Stress and

**Shear Center**366 14.9 Unsymmetric Bending 368Symmetric homogeneous beam of linear material, unsymmvtric loading 368

Unsymmetric ...

Page 364

14.20

appreciably with response of material. section also is zero. The shear stress rx, in

the flange is zero, as is rxy in the plastic portion of the web. rxy is concentrated

toward ...

14.20

**Shear center**of cross section for bending without twisting may alterappreciably with response of material. section also is zero. The shear stress rx, in

the flange is zero, as is rxy in the plastic portion of the web. rxy is concentrated

toward ...

Page 435

Cast iron, fracture, 66 (See also Material properties) Center of flexure or twist (

see

properties) Chalk, fracture in torsion, 67 Channel, 364

Characteristic ...

Cast iron, fracture, 66 (See also Material properties) Center of flexure or twist (

see

**Shear center**) Centroidal axis, 137, 371 Ceramics, 31 (See also Materialproperties) Chalk, fracture in torsion, 67 Channel, 364

**shear center**, 365Characteristic ...

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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