Introduction to Mechanics of Deformable Solids |
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Page 99
... obtained among 813 , 814 , 815 or their time derivatives , 814 COS B 815 COS α sin ( a + B ) 813 = 814 sin +815 sin ... obtained more directly from the requirement that the determinant - -813+ cos + sin -814+ cos a + sin a = 0 - - 815+ ...
... obtained among 813 , 814 , 815 or their time derivatives , 814 COS B 815 COS α sin ( a + B ) 813 = 814 sin +815 sin ... obtained more directly from the requirement that the determinant - -813+ cos + sin -814+ cos a + sin a = 0 - - 815+ ...
Page 185
... obtained for more elementary problems with the exact answers for these problems . A secondary reason for the study of assemblages is that they are good mechanics problems of importance in their own right . Simpler conceptually than the ...
... obtained for more elementary problems with the exact answers for these problems . A secondary reason for the study of assemblages is that they are good mechanics problems of importance in their own right . Simpler conceptually than the ...
Page 251
... obtain [ see Eqs . ( 11.2 : 3 , 8 ) ] En = ta = = cos2 B + sin2 ß Ea + Ee 2 + Ea Ec 2 - cos 28 ( 11.7 : 1 ) This result ... obtained simply and directly ( Fig . 11.26 ) . The transverse motion of the end point of the diagonal ( upward to ...
... obtain [ see Eqs . ( 11.2 : 3 , 8 ) ] En = ta = = cos2 B + sin2 ß Ea + Ee 2 + Ea Ec 2 - cos 28 ( 11.7 : 1 ) This result ... obtained simply and directly ( Fig . 11.26 ) . The transverse motion of the end point of the diagonal ( upward to ...
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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