Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 44
Page 48
... perpendicular to the paper . The normal stress is perpendicular to this plane while the shear stress lies in the plane . Both components are said to act on the plane of cut . There is no great point in continuing to draw a large number ...
... perpendicular to the paper . The normal stress is perpendicular to this plane while the shear stress lies in the plane . Both components are said to act on the plane of cut . There is no great point in continuing to draw a large number ...
Page 200
... perpendicular to the x axis ; N = 2N = rN = € cN = Poisson's ratio v depends upon the material and the range in which the material is operating . A value close to is found in the inelastic range ; values of to are common in the elastic ...
... perpendicular to the x axis ; N = 2N = rN = € cN = Poisson's ratio v depends upon the material and the range in which the material is operating . A value close to is found in the inelastic range ; values of to are common in the elastic ...
Page 236
... perpendicular to the direction of propagation of the light ) are respon- sible for the fringe patterns observed in ... perpendicular planes which are perpendicular to the plane on which max acts σ Ja Jo 3 + 01 - 03 T 128 Fig 236 ...
... perpendicular to the direction of propagation of the light ) are respon- sible for the fringe patterns observed in ... perpendicular planes which are perpendicular to the plane on which max acts σ Ja Jo 3 + 01 - 03 T 128 Fig 236 ...
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