Introduction to Mechanics of Deformable Solids |
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Page 97
... tion and so introduces the physical and geometrical properties of the bars them- selves . Extreme cases make the importance of the physical properties obvious . For example , if , in Fig . 6.3d , bar 8 were a rubber band and bar 9 were ...
... tion and so introduces the physical and geometrical properties of the bars them- selves . Extreme cases make the importance of the physical properties obvious . For example , if , in Fig . 6.3d , bar 8 were a rubber band and bar 9 were ...
Page 260
... tion of a lower - case subscript in a single term denotes summation over that subscript ; σijlinlja = 3 3 Σ Σ σijlinlja . i = 1 j = 1 The fact that the components of strain are derived from the vector field of displacements u , v , w as ...
... tion of a lower - case subscript in a single term denotes summation over that subscript ; σijlinlja = 3 3 Σ Σ σijlinlja . i = 1 j = 1 The fact that the components of strain are derived from the vector field of displacements u , v , w as ...
Page 334
... tion and , as a consequence , the deflection curve of the beam , v versus x . = The beams of Figs . 14.9 to 14.11 are statically indeterminate . Now the boundary conditions contain conditions of deformation or compatibility of slopes ...
... tion and , as a consequence , the deflection curve of the beam , v versus x . = The beams of Figs . 14.9 to 14.11 are statically indeterminate . Now the boundary conditions contain conditions of deformation or compatibility of slopes ...
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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