Introduction to Mechanics of Deformable Solids |
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Page 392
... virtual work to find the deflection of the free end L immediately upon abrupt application of the loads . B. What is the total deflection of L after 1000 hr ? 15.5 / THE USE OF VIRTUAL WORK TO DEVISE AND PROVE GENERAL THEOREMS AND ...
... virtual work to find the deflection of the free end L immediately upon abrupt application of the loads . B. What is the total deflection of L after 1000 hr ? 15.5 / THE USE OF VIRTUAL WORK TO DEVISE AND PROVE GENERAL THEOREMS AND ...
Page 393
... virtual work is used to prove these theorems . The first is that the direct application of virtual work to solve particular beam problems is fully as convenient a technique as the area - moment approach . The second is that the proof of ...
... virtual work is used to prove these theorems . The first is that the direct application of virtual work to solve particular beam problems is fully as convenient a technique as the area - moment approach . The second is that the proof of ...
Page 444
... virtual work equation , 385 Tube assemblage ( see Assemblages ) Twist , angle of , 55 , 56 ( See also under Shear ... Virtual displacement , 376 Virtual velocity , 377 Virtual work derivation of theorems , 392 area - moment theorems ...
... virtual work equation , 385 Tube assemblage ( see Assemblages ) Twist , angle of , 55 , 56 ( See also under Shear ... Virtual displacement , 376 Virtual velocity , 377 Virtual work derivation of theorems , 392 area - moment theorems ...
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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