Introduction to Mechanics of Deformable Solids |
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Page 135
... SYMMETRY ABOUT BUT NOT IN THE PLANE OF BENDING The next step toward generality is to suppose that symmetry of the cross section about the y axis is preserved but that there is no symmetry about z . Consider- ing the assemblage as a ...
... SYMMETRY ABOUT BUT NOT IN THE PLANE OF BENDING The next step toward generality is to suppose that symmetry of the cross section about the y axis is preserved but that there is no symmetry about z . Consider- ing the assemblage as a ...
Page 136
... symmetric assemblage as in the unsymmetric ones corresponding to ( c ) and ( d ) . The response of a symmetric assemblage is no longer antisymmetric in pairs when the axis of rotation of the end plate is not an axis of symmetry of the ...
... symmetric assemblage as in the unsymmetric ones corresponding to ( c ) and ( d ) . The response of a symmetric assemblage is no longer antisymmetric in pairs when the axis of rotation of the end plate is not an axis of symmetry of the ...
Page 170
... symmetry of the cross section . These four axes of geometric symmetry , located in the cross section which lies halfway between the ends , cannot warp out of their plane or distort in their plane . Therefore , if uniformity along the ...
... symmetry of the cross section . These four axes of geometric symmetry , located in the cross section which lies halfway between the ends , cannot warp out of their plane or distort in their plane . Therefore , if uniformity along the ...
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Common terms and phrases
aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ