Introduction to Mechanics of Deformable Solids |
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Page 303
... limit load To is the sum of the individual limit torques ; To To1 + To2 = 70A1α + 70A 2b = 370A2b = ( √3 / 2 ) σ0A2b , which is 20 percent higher than T for our choice of dimensions . Upon loading to To in pure torsion and then ...
... limit load To is the sum of the individual limit torques ; To To1 + To2 = 70A1α + 70A 2b = 370A2b = ( √3 / 2 ) σ0A2b , which is 20 percent higher than T for our choice of dimensions . Upon loading to To in pure torsion and then ...
Page 348
... limit load F Fo . ( Note : Deflections v greatly exaggerated . ) v « L , v « a . ( a ) Initial elastic deflection and subsequent shape as deflection continues at limit load ; ( b ) plastic deforma- tion only , at limit load ; ( c ) load ...
... limit load F Fo . ( Note : Deflections v greatly exaggerated . ) v « L , v « a . ( a ) Initial elastic deflection and subsequent shape as deflection continues at limit load ; ( b ) plastic deforma- tion only , at limit load ; ( c ) load ...
Page 438
... limit curve ) Limit load ( see Plastic - limit load ) Limit moment ( see Plastic - limit moment ) Limit state , plastic , 141 Linear elastic idealization , 16 , 36 , 61 ( See also under Elastic ) Linear Maxwell idealization , 36 , 61 ...
... limit curve ) Limit load ( see Plastic - limit load ) Limit moment ( see Plastic - limit moment ) Limit state , plastic , 141 Linear elastic idealization , 16 , 36 , 61 ( See also under Elastic ) Linear Maxwell idealization , 36 , 61 ...
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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