Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 14
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 Eme1 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 Eme1 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 ...
Other editions - View all
Common terms and phrases
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero