Introduction to Mechanics of Deformable Solids |
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Page 20
... Plastic strain only ( representation of plastic - rigid idealization as well ) . sequent yielding , C or C ' and D or D ' . When the state of stress is at D or D ' and the stress is increased by do , both elastic strains de and plastic ...
... Plastic strain only ( representation of plastic - rigid idealization as well ) . sequent yielding , C or C ' and D or D ' . When the state of stress is at D or D ' and the stress is increased by do , both elastic strains de and plastic ...
Page 109
... plastic - limit load ) ? 5. Repeat ( 1 ) and ( 2 ) , with the following difference : When the force Fc reaches 30,000 lb , the temperature is raised 50 ° F and the top support of bar 2 moves down 0.001 in . As Fc continues to increase ...
... plastic - limit load ) ? 5. Repeat ( 1 ) and ( 2 ) , with the following difference : When the force Fc reaches 30,000 lb , the temperature is raised 50 ° F and the top support of bar 2 moves down 0.001 in . As Fc continues to increase ...
Page 440
... plastic material , 16 , 19 , 274 ( See also Plastic ) Permanent set or strain , 10 , 11 , 58 Photoelastic coatings , 255 , 256 Photoelasticity , 236 Plane of bending , 111 Plane strain , 250 thick - walled tube , 314 tube assemblage ...
... plastic material , 16 , 19 , 274 ( See also Plastic ) Permanent set or strain , 10 , 11 , 58 Photoelastic coatings , 255 , 256 Photoelasticity , 236 Plane of bending , 111 Plane strain , 250 thick - walled tube , 314 tube assemblage ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero