Introduction to Mechanics of Deformable Solids |
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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 ...
Page 441
... 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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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