Introduction to Mechanics of Deformable Solids |
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Page 135
... tensile force requires a tensile pull N on the rigid end plate to maintain equilibrium . In other words , enforced bending about an arbitrary axis z requires both normal force and moment in general . As illustrated in Fig . 7.16 , the ...
... tensile force requires a tensile pull N on the rigid end plate to maintain equilibrium . In other words , enforced bending about an arbitrary axis z requires both normal force and moment in general . As illustrated in Fig . 7.16 , the ...
Page 175
... tensile stress labeled σ Po produced by an interior pressure labeled p + po and exterior pressure labeled po . The results carry over to σe , the tensile stress in the shell of Fig . 9.2 in any direction perpendicular to the radius ...
... tensile stress labeled σ Po produced by an interior pressure labeled p + po and exterior pressure labeled po . The results carry over to σe , the tensile stress in the shell of Fig . 9.2 in any direction perpendicular to the radius ...
Page 443
... Tensile force , 5 Tensile fracture in torsion , 67 Tensile strength , 14 , 85 , 429 Tension member , 5 end effects in , 16 , 17 Tension test , 9 Tensor , 240 of inertia , 372 , 373 of strain , 249 of strain deviation , 250 of stress ...
... Tensile force , 5 Tensile fracture in torsion , 67 Tensile strength , 14 , 85 , 429 Tension member , 5 end effects in , 16 , 17 Tension test , 9 Tensor , 240 of inertia , 372 , 373 of strain , 249 of strain deviation , 250 of stress ...
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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