Introduction to Mechanics of Deformable Solids |
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Page 69
... tensile strength . Blackboard chalk exhibits this behavior , but it is in the form of a solid bar and not a tube . Borrow a piece from the instructor , and twist it to see the spiral tensile fracture which develops . Twist , don't bend ...
... tensile strength . Blackboard chalk exhibits this behavior , but it is in the form of a solid bar and not a tube . Borrow a piece from the instructor , and twist it to see the spiral tensile fracture which develops . Twist , don't bend ...
Page 175
... tensile stress labeled po produced by an σ - Po interior pressure labeled p + po and exterior pressure labeled po . The results carry over to σ , the tensile stress in the shell of Fig . 9.2 in any direction perpendicular to the radius ...
... tensile stress labeled po produced by an σ - Po interior pressure labeled p + po and exterior pressure labeled po . The results carry over to σ , the tensile stress in the shell of Fig . 9.2 in any direction perpendicular to the radius ...
Page 443
... Tensile force , 5 Tensile fracture in torsion , 67 Tensile strength , 14 , 85 , 429 Tension member , 5 end effects in , 16 , 17 Tension test , 9 Tensor , 240 of inertia , 372 , 373 of strain , 249 " of strain deviation , 250 of stress ...
... Tensile force , 5 Tensile fracture in torsion , 67 Tensile strength , 14 , 85 , 429 Tension member , 5 end effects in , 16 , 17 Tension test , 9 Tensor , 240 of inertia , 372 , 373 of strain , 249 " of strain deviation , 250 of stress ...
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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