Introduction to Mechanics of Deformable Solids |
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Page 248
... strains and rotations . Although a proper definition of strain can be given which holds for large strains and rotations , it is not helpful at this early stage of the study of deform- able bodies . Our considerations here will be ...
... strains and rotations . Although a proper definition of strain can be given which holds for large strains and rotations , it is not helpful at this early stage of the study of deform- able bodies . Our considerations here will be ...
Page 255
... Strain rosettes = 2 = Strain rosettes The plane - strain situation with = 0 rarely is encountered in the laboratory or the outside world , but measurements of strain in the free surfaces of machines , structures , and other devices are ...
... Strain rosettes = 2 = Strain rosettes The plane - strain situation with = 0 rarely is encountered in the laboratory or the outside world , but measurements of strain in the free surfaces of machines , structures , and other devices are ...
Page 259
... strain readings : 100 X 10-6 = € 60 -400 X 10-6 € 120 = +800 × 10-6 Sketch the rosette , and : A. Estimate the maximum shear strain in the surface . B ... STRAIN AS TENSORS / 259 Principal Strains in Three Dimensions Strain as Tensor.
... strain readings : 100 X 10-6 = € 60 -400 X 10-6 € 120 = +800 × 10-6 Sketch the rosette , and : A. Estimate the maximum shear strain in the surface . B ... STRAIN AS TENSORS / 259 Principal Strains in Three Dimensions Strain as Tensor.
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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