Introduction to Mechanics of Deformable Solids |
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Page 348
... 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 - deflection curve ...
... 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 - deflection curve ...
Page 368
... deflection is not in the direction of the force . When the material is nonlinear , the orientation and the position of the neutral axis usually will alter from one cross section to the next ; the direction of the deflection and the ...
... deflection is not in the direction of the force . When the material is nonlinear , the orientation and the position of the neutral axis usually will alter from one cross section to the next ; the direction of the deflection and the ...
Page 410
... deflections are possible , as indicated by the horizontal line of Fig . 16.4a . If large - deflection theory is employed , with its proper expression for curvature κ [ Eq . ( 14.3 : 3 ) ] , the instability is found to be of the stable ...
... deflections are possible , as indicated by the horizontal line of Fig . 16.4a . If large - deflection theory is employed , with its proper expression for curvature κ [ Eq . ( 14.3 : 3 ) ] , the instability is found to be of the stable ...
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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