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 398
... plastic hinges do form under the load F and at the support B. Similarly for ( 15.5 : 7 ) and the statically determinate problems of Fig . 14.14 , there is no question about the proper location of the plastic hinges . The virtual - work ...
... plastic hinges do form under the load F and at the support B. Similarly for ( 15.5 : 7 ) and the statically determinate problems of Fig . 14.14 , there is no question about the proper location of the plastic hinges . The virtual - work ...
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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Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ