Introduction to Mechanics of Deformable Solids |
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Page 348
... deflection and subsequent shape as deflection continues at limit load ; ( b ) plastic deforma- tion only , at limit load ; ( c ) load - deflection curve ; dashed line is approxi- mation which supposes elastic response until Mo is ...
... deflection and subsequent shape as deflection continues at limit load ; ( b ) plastic deforma- tion only , at limit load ; ( c ) load - deflection curve ; dashed line is approxi- mation which supposes elastic response until Mo is ...
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
... deflection curve at the critical , or buckling , load Ph is B3 in Eq . ( 16.3 : 2 ) and is not determined within the scope of small- deflection ( really ... deflect 410 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Initial deflection.
... deflection curve at the critical , or buckling , load Ph is B3 in Eq . ( 16.3 : 2 ) and is not determined within the scope of small- deflection ( really ... deflect 410 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Initial deflection.
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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