Introduction to Mechanics of Deformable Solids |
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Page 67
... inelastic range , which is governed primarily by shear , and in fatigue which involves inelastic action on a microscopic scale at least . If then the problem is one where failure is by fatigue or by excessive inelastic deformation ...
... inelastic range , which is governed primarily by shear , and in fatigue which involves inelastic action on a microscopic scale at least . If then the problem is one where failure is by fatigue or by excessive inelastic deformation ...
Page 82
... inelastic behavior with its insensitivity to a hydrostatic pres- sure po . Inelastic deformation under stresses σc , σa , 0 due to interior pressure p alone ( p itself is negligible by comparison with o . ) is the same as under stresses ...
... inelastic behavior with its insensitivity to a hydrostatic pres- sure po . Inelastic deformation under stresses σc , σa , 0 due to interior pressure p alone ( p itself is negligible by comparison with o . ) is the same as under stresses ...
Page 218
... inelastic deformation and the failure of materials under stress can be obtained and used in many different ways . The most primitive approach is to accumulate the data as they are needed and to file them away for use in the future ...
... inelastic deformation and the failure of materials under stress can be obtained and used in many different ways . The most primitive approach is to accumulate the data as they are needed and to file them away for use in the future ...
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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