Introduction to Mechanics of Deformable Solids |
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Page 228
... plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is indicated by the small open circle in Fig . 11.11b . It ...
... plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is indicated by the small open circle in Fig . 11.11b . It ...
Page 233
... plane on which it acts can be determined approxi- mately by inspection . As illustrated by the square element of Fig . 11.15a , if σo , the direction of σ in the absence of r would be the direction of the heavy arrow σr . The plane on ...
... plane on which it acts can be determined approxi- mately by inspection . As illustrated by the square element of Fig . 11.15a , if σo , the direction of σ in the absence of r would be the direction of the heavy arrow σr . The plane on ...
Page 237
... planes , because zero stress on every plane is a perfectly acceptable state of stress in which every plane is a principal plane . - - 03 , 02 σ3 , Proof that the σ3 just found is indeed the smallest ( algebraically ) of all normal ...
... planes , because zero stress on every plane is a perfectly acceptable state of stress in which every plane is a principal plane . - - 03 , 02 σ3 , Proof that the σ3 just found is indeed the smallest ( algebraically ) of all normal ...
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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