Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 78
Page 99
... result in this form can be obtained more directly from the requirement that the determinant - -813+ cos + sin -814+ cos a + sin a = 0 - - 815+ cos B - - sin B if the three elongations 813 , 814 , 815 are to be consistent with the two ...
... result in this form can be obtained more directly from the requirement that the determinant - -813+ cos + sin -814+ cos a + sin a = 0 - - 815+ cos B - - sin B if the three elongations 813 , 814 , 815 are to be consistent with the two ...
Page 185
... result for the plastic - limit pressure pa can be obtained by pretending that the elastic - perfectly plastic thick - walled sphere is a single thin - walled shell of radius a and thickness tba . The net circumferential stress = σ + p ...
... result for the plastic - limit pressure pa can be obtained by pretending that the elastic - perfectly plastic thick - walled sphere is a single thin - walled shell of radius a and thickness tba . The net circumferential stress = σ + p ...
Page 315
... result in oa10a2 . With v = result for homogeneous linear - elastic material is [ see ( 13.5 : 10 ) , n = = 1 ] αδρα Ρ = 3 a3 + b3t1 / t2 the ( 13.6 : 2 ) The equations of equilibrium are independent of this point about Poisson's ratio ...
... result in oa10a2 . With v = result for homogeneous linear - elastic material is [ see ( 13.5 : 10 ) , n = = 1 ] αδρα Ρ = 3 a3 + b3t1 / t2 the ( 13.6 : 2 ) The equations of equilibrium are independent of this point about Poisson's ratio ...
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