Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 87
Page 6
... Assemblage Problems 132 7.5 Pure Bending of Assemblages with Symmetry about but Not in the Plane of Bending 135 Linear - elastic response 136 Elastic - perfectly plastic response 138 7.6 Problems without Symmetry about the Axis of ...
... Assemblage Problems 132 7.5 Pure Bending of Assemblages with Symmetry about but Not in the Plane of Bending 135 Linear - elastic response 136 Elastic - perfectly plastic response 138 7.6 Problems without Symmetry about the Axis of ...
Page 122
... ASSEMBLAGE PROBLEMS 7.1 Consider an assemblage of four parallel bars in a plane , and call the inner pair 1 and the outer pair 2. The bars are of the same length and are equally spaced with a distance h / 3 between them . Thus the outer ...
... ASSEMBLAGE PROBLEMS 7.1 Consider an assemblage of four parallel bars in a plane , and call the inner pair 1 and the outer pair 2. The bars are of the same length and are equally spaced with a distance h / 3 between them . Thus the outer ...
Page 445
... assemblage , 181 , 189 thick - walled sphere , 181 tube assemblage , 102–104 in tension plus torsion , 303 in torsion , 161 Yield criterion , 215 ( See also under Mises ; Tresca yield criterion ) Yield curve , 209 , 211–216 Yield moment ...
... assemblage , 181 , 189 thick - walled sphere , 181 tube assemblage , 102–104 in tension plus torsion , 303 in torsion , 161 Yield criterion , 215 ( See also under Mises ; Tresca yield criterion ) Yield curve , 209 , 211–216 Yield moment ...
Other editions - View all
Common terms and phrases
aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ