Introduction to Mechanics of Deformable Solids |
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Page 57
... strains Y = tan y = re = 14 L A partial answer now can be given to the question of how thin a tube must be to be considered as thin - walled . The difference in shear strain between the points located at the outer circle and those on ...
... strains Y = tan y = re = 14 L A partial answer now can be given to the question of how thin a tube must be to be considered as thin - walled . The difference in shear strain between the points located at the outer circle and those on ...
Page 59
... strain not unreasonable . If the shear - stress vs shear - strain curves are simple T versus curves with a change of scale , the shear strain as computed will be tan y automatically . For smally there is , as mentioned previously , no ...
... strain not unreasonable . If the shear - stress vs shear - strain curves are simple T versus curves with a change of scale , the shear strain as computed will be tan y automatically . For smally there is , as mentioned previously , no ...
Page 442
... Shear flow , 362 Shear or shearing force , 1 , 2 , 5 horizontal , 360 , 361 sign convention , 336 , 337 " Shear " fracture in compression , 66 Shear modulus , 57 , 265 , 429 Shear strain ... Shear stress , 2 , 3 , 225 , 229 , 240 in bending ...
... Shear flow , 362 Shear or shearing force , 1 , 2 , 5 horizontal , 360 , 361 sign convention , 336 , 337 " Shear " fracture in compression , 66 Shear modulus , 57 , 265 , 429 Shear strain ... Shear stress , 2 , 3 , 225 , 229 , 240 in bending ...
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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