Introduction to Mechanics of Deformable Solids |
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Page 7
... Dimensions ( Plane Stress ) 224 Principal values given 224 Stress components σx , σy , Try = Tyx = T given 229 11.3 Problems of Two - dimensional States of Stress 234 11.4 Principal Stresses in Three Dimensions 235 Secondary principal ...
... Dimensions ( Plane Stress ) 224 Principal values given 224 Stress components σx , σy , Try = Tyx = T given 229 11.3 Problems of Two - dimensional States of Stress 234 11.4 Principal Stresses in Three Dimensions 235 Secondary principal ...
Page 259
... dimensions given in Prob . 11.16 is part of a rather complicated structure . The function of the three rosettes is ... DIMENSIONS . STRAIN AS A TENSOR Consideration of strain in two dimensions ( Sec . 11.7 ) paralleled the discussion of ...
... dimensions given in Prob . 11.16 is part of a rather complicated structure . The function of the three rosettes is ... DIMENSIONS . STRAIN AS A TENSOR Consideration of strain in two dimensions ( Sec . 11.7 ) paralleled the discussion of ...
Page 280
... dimensions or in the tangent plane in three dimensions ( Fig . 12.5 ) . The two vectors dx and N are perpendicular . Therefore their scalar or dot product is zero . N.dx = Ni dx , N1 dx1 + N2 dx2 ( + N3 dx3 ) = 1 = 0 ( 12.5 : 1 ) As in ...
... dimensions or in the tangent plane in three dimensions ( Fig . 12.5 ) . The two vectors dx and N are perpendicular . Therefore their scalar or dot product is zero . N.dx = Ni dx , N1 dx1 + N2 dx2 ( + N3 dx3 ) = 1 = 0 ( 12.5 : 1 ) As in ...
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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