Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 20
Page 376
... equation of virtual work . Dynamics is included implicitly through d'Alembert's principle , which reduces dynamics ... ( virtual ) displace- ments u † , už , . . . of the points of application of the external forces F. The symbolism is ...
... equation of virtual work . Dynamics is included implicitly through d'Alembert's principle , which reduces dynamics ... ( virtual ) displace- ments u † , už , . . . of the points of application of the external forces F. The symbolism is ...
Page 389
... equation of virtual work ( 15.3 : 11 ) may be written as = M T [ F ; u ; = [ , N ' No de + f , ar ; Mi , de + f , M ; Hide + fr dr Σ ΔΕ dx AE ‚ My ΕΙ M. M ' 2 dx dx T " GJ ( 15.3 : 12 ) for linear - elastic bars if y and z are principal ...
... equation of virtual work ( 15.3 : 11 ) may be written as = M T [ F ; u ; = [ , N ' No de + f , ar ; Mi , de + f , M ; Hide + fr dr Σ ΔΕ dx AE ‚ My ΕΙ M. M ' 2 dx dx T " GJ ( 15.3 : 12 ) for linear - elastic bars if y and z are principal ...
Page 393
... virtual work is used to prove these theorems . The first is that the direct ... equation ; the compati- ble set is the actual set of deflections , rotations ... equation of virtual work . Once the first step is taken , no simpler means of ...
... virtual work is used to prove these theorems . The first is that the direct ... equation ; the compati- ble set is the actual set of deflections , rotations ... equation of virtual work . Once the first step is taken , no simpler means of ...
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