Introduction to Mechanics of Deformable Solids |
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Page 233
... direction of σ and the plane on which it acts can be determined approxi- mately by inspection . As illustrated by the square element of Fig . 11.15a , if σ > σ , the direction of σ in the absence of 7 would be the direction of the heavy ...
... direction of σ and the plane on which it acts can be determined approxi- mately by inspection . As illustrated by the square element of Fig . 11.15a , if σ > σ , the direction of σ in the absence of 7 would be the direction of the heavy ...
Page 248
Daniel Charles Drucker. € Normal , or direct , strain in any direction is the change in length per unit of length in that direction ( Fig . 1.5 ) . Shear strain y is the decrease in angle between the positive directions of two ...
Daniel Charles Drucker. € Normal , or direct , strain in any direction is the change in length per unit of length in that direction ( Fig . 1.5 ) . Shear strain y is the decrease in angle between the positive directions of two ...
Page 370
... direction of V , V = P , will vary with material behavior but certainly cannot be vertical . Therefore the direction of P cannot coincide with the enforced , vertically downward direction of the deflection . When the enforced axis of ...
... direction of V , V = P , will vary with material behavior but certainly cannot be vertical . Therefore the direction of P cannot coincide with the enforced , vertically downward direction of the deflection . When the enforced axis of ...
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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