Introduction to Mechanics of Deformable Solids |
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Page 25
... ratio of yield or tensile ( ultimate ) strength to σan that the term load factor is sometimes used for the more realistic ratio of failure load to working load . Because load factor has been given other meanings in structural analysis ...
... ratio of yield or tensile ( ultimate ) strength to σan that the term load factor is sometimes used for the more realistic ratio of failure load to working load . Because load factor has been given other meanings in structural analysis ...
Page 299
... ratio T / bR [ Eq . ( 13.3 : 11 ) ] is obvious . The ( dimensionless ) ratio of the loads is the significant load parameter . Nonlinearity of the problem shows up in two ways . The set of stresses σal , T1 , a2 , T2 is not the same for ...
... ratio T / bR [ Eq . ( 13.3 : 11 ) ] is obvious . The ( dimensionless ) ratio of the loads is the significant load parameter . Nonlinearity of the problem shows up in two ways . The set of stresses σal , T1 , a2 , T2 is not the same for ...
Page 305
... ratio τι / σαι a T2 / 002 b = is the same . al a2 However , the individual ratios T1 / σa1 and T2 / 0.2 are each changed by a factor 2 ( 1 + v ) / 3 which differs from unity unless the material is incom- pressible in the elastic range ...
... ratio τι / σαι a T2 / 002 b = is the same . al a2 However , the individual ratios T1 / σa1 and T2 / 0.2 are each changed by a factor 2 ( 1 + v ) / 3 which differs from unity unless the material is incom- pressible in the elastic range ...
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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