Introduction to Mechanics of Deformable Solids |
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Page 82
... zero normal stress is along the axis in the tube under interior pressure p plus po da , whereas it is perpendicular to the surface in the equivalent picture for the twisted tube . Therefore , zero change in thick- ness of the twisted ...
... zero normal stress is along the axis in the tube under interior pressure p plus po da , whereas it is perpendicular to the surface in the equivalent picture for the twisted tube . Therefore , zero change in thick- ness of the twisted ...
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 ...
Page 237
... zero if previous statements on principal stresses are correct . The next step of the proof is to indicate the orientation of the two planes of secondary principal stresses σ , σn ( Ten = 0 ) for the set of all planes per- pendicular to ...
... zero if previous statements on principal stresses are correct . The next step of the proof is to indicate the orientation of the two planes of secondary principal stresses σ , σn ( Ten = 0 ) for the set of all planes per- pendicular to ...
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Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ