Introduction to Mechanics of Deformable Solids |
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Page 104
... modulus Etan instead of Young's modulus E. Upon unloading , however , the elastic modulus E again controls . A temperature change at any stage in the unloading will alter the state of stress ( the forces P1 and P2 ) , and care must be ...
... modulus Etan instead of Young's modulus E. Upon unloading , however , the elastic modulus E again controls . A temperature change at any stage in the unloading will alter the state of stress ( the forces P1 and P2 ) , and care must be ...
Page 105
... modulus E1 , and tube 2 is linear - viscoelastic of the Kelvin or Voigt type , with elastic modulus E , and viscous coefficient C2 . Again let R be applied abruptly . The viscous response of tube 2 has no time to develop ; the tube ...
... modulus E1 , and tube 2 is linear - viscoelastic of the Kelvin or Voigt type , with elastic modulus E , and viscous coefficient C2 . Again let R be applied abruptly . The viscous response of tube 2 has no time to develop ; the tube ...
Page 416
... modulus for the bar ( of rectangular cross section ) , E. = 4E , E ( VE + VE . ) 2 ( 16.4 : 5 ) ( 16.4 : 6 ) is a reduced modulus ; Et ≤ E , ≤ E. The moment - curvature relation ( 16.4 : 5 ) holds at each cross section . Therefore the ...
... modulus for the bar ( of rectangular cross section ) , E. = 4E , E ( VE + VE . ) 2 ( 16.4 : 5 ) ( 16.4 : 6 ) is a reduced modulus ; Et ≤ E , ≤ E. The moment - curvature relation ( 16.4 : 5 ) holds at each cross section . Therefore the ...
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Common terms and phrases
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