Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 50
Page 208
... radial strain ‹ ,, Ea γ = = == 8 L ( 8D ) A tro D 14 Do = L 2L for small and for moderate values of strain . Except for some problem with the determination of e ,, stress - strain relations can be found experimentally , because the ...
... radial strain ‹ ,, Ea γ = = == 8 L ( 8D ) A tro D 14 Do = L 2L for small and for moderate values of strain . Except for some problem with the determination of e ,, stress - strain relations can be found experimentally , because the ...
Page 209
... radial or proportional loading . distinction to be made between the state of stress of Fig . 4.17 and either σc = -σa = T or σa = -σc = T. Observe that the path of loading ( history of stress ) , for each of the states described so far ...
... radial or proportional loading . distinction to be made between the state of stress of Fig . 4.17 and either σc = -σa = T or σa = -σc = T. Observe that the path of loading ( history of stress ) , for each of the states described so far ...
Page 211
... radial or not . The state of strain is determined by the state of stress . Plastic response , on the contrary , is irreversible , and the resulting components of strain depend upon the history of the stress . They may be very different ...
... radial or not . The state of strain is determined by the state of stress . Plastic response , on the contrary , is irreversible , and the resulting components of strain depend upon the history of the stress . They may be very different ...
Other editions - View all
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