Introduction to Mechanics of Deformable Solids |
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Page 53
... zero at the inner and outer radius independently of sym- metry and uniformity along the length of the tube . and of uniformity along the length . It is valid , therefore , even in a disturbed end region . Both the outer and the inner ...
... zero at the inner and outer radius independently of sym- metry and uniformity along the length of the tube . and of uniformity along the length . It is valid , therefore , even in a disturbed end region . Both the outer and the inner ...
Page 82
... zero and the radial strain is equal and opposite to the circumferential . — - - σα Now consider inelastic behavior ... zero normal stress is along the axis in the tube under interior pressure p plus po σa , whereas it is perpendicular to ...
... zero and the radial strain is equal and opposite to the circumferential . — - - σα Now consider inelastic behavior ... zero normal stress is along the axis in the tube under interior pressure p plus po σa , whereas it is perpendicular to ...
Page 171
... zero shear strain is to correspond to the zero shear stress at the corners of the square , the right angle between the edge parallel to the axis of the shaft and each of the perpendicular lines on the faces prior to twisting must remain ...
... zero shear strain is to correspond to the zero shear stress at the corners of the square , the right angle between the edge parallel to the axis of the shaft and each of the perpendicular lines on the faces prior to twisting must remain ...
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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