Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 32
Page 14
... structural steel 100,000 1045 HR 2024 - T4 to 0.9 1020 HR Fig . 2.6 50,000 0.05 6061 - T4 1100-0 aluminum at 120,000 psi | to 0.7 at 60,000 psi 0.10 0.15 0.20 € true " True " stress - strain curves in tension . in almost all the ...
... structural steel 100,000 1045 HR 2024 - T4 to 0.9 1020 HR Fig . 2.6 50,000 0.05 6061 - T4 1100-0 aluminum at 120,000 psi | to 0.7 at 60,000 psi 0.10 0.15 0.20 € true " True " stress - strain curves in tension . in almost all the ...
Page 15
... structural steel ( hot - rolled ) . zontal lower yield lines are simply the conglomeration of these unstable jumps and often appear wavy when recorded during a test . Despite these peculiarities , it is permissible and the assumption ...
... structural steel ( hot - rolled ) . zontal lower yield lines are simply the conglomeration of these unstable jumps and often appear wavy when recorded during a test . Despite these peculiarities , it is permissible and the assumption ...
Page 19
... structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For this reason , when the perfectly plastic idealization is applied to structural steel , it is ...
... structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For this reason , when the perfectly plastic idealization is applied to structural steel , it is ...
Other editions - View all
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