Introduction to Mechanics of Deformable Solids |
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Page 35
... dashpot , a linear - viscous material by a single linear dashpot as in Fig . 3.7 . A linear - elastic element is pictured as a linear spring ( Fig . 3.8 ) . For each element of the model , change in length represents strain in the ...
... dashpot , a linear - viscous material by a single linear dashpot as in Fig . 3.7 . A linear - elastic element is pictured as a linear spring ( Fig . 3.8 ) . For each element of the model , change in length represents strain in the ...
Page 37
... dashpot element is fully loaded to start , and the strain rate is de / dt = σ1 / C in each . Of course , the value CM of C for the dashpot in the Maxwell model may be very different from the value CK of the Kelvin dashpot . Similarly ...
... dashpot element is fully loaded to start , and the strain rate is de / dt = σ1 / C in each . Of course , the value CM of C for the dashpot in the Maxwell model may be very different from the value CK of the Kelvin dashpot . Similarly ...
Page 42
... dashpot imme- diately . A stress of EM1 is imposed . As time goes on , the Maxwell and the Kelvin dashpots move and ... dashpot eventually causes the stress in all the elements to approach zero . If the Maxwell dashpot is extremely ...
... dashpot imme- diately . A stress of EM1 is imposed . As time goes on , the Maxwell and the Kelvin dashpots move and ... dashpot eventually causes the stress in all the elements to approach zero . If the Maxwell dashpot is extremely ...
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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