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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angle applied assemblage axes axial force beam behavior buckling cantilever centroid circular circumferential column compatibility components of stress compression constant creep cross section cylinder deflection diameter direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load M₂ material maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem radial radius ratio rotation shaft shear center 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 temperature tensile stress thick-walled time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ