Introduction to Mechanics of Deformable Solids |
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Page 8
... moment , or torque ; the two other components of moment My , M , are termed bending moments . Bars are found as elements of so many different structures and machines , that they are called by many quite different names depending upon ...
... moment , or torque ; the two other components of moment My , M , are termed bending moments . Bars are found as elements of so many different structures and machines , that they are called by many quite different names depending upon ...
Page 111
... moment M2 . If bending is to be studied by itself , shearing forces V , and V2 , normal force N , and twisting moment M , or T should be zero everywhere along the bar . The moment M , should be zero as a matter of convenience . This ...
... moment M2 . If bending is to be studied by itself , shearing forces V , and V2 , normal force N , and twisting moment M , or T should be zero everywhere along the bar . The moment M , should be zero as a matter of convenience . This ...
Page 350
... moments . Therefore the plastic- limit load qo , which is reached when the center moment rises to Mo , is given by 90L2 8 = qo = = 2Mo 16Mo L2 = 0 0 ( 14.5 : 1 ) which is four - thirds the load 12M。/L2 which first produces M。 at the ...
... moments . Therefore the plastic- limit load qo , which is reached when the center moment rises to Mo , is given by 90L2 8 = qo = = 2Mo 16Mo L2 = 0 0 ( 14.5 : 1 ) which is four - thirds the load 12M。/L2 which first produces M。 at the ...
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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