Introduction to Mechanics of Deformable Solids |
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Page 19
... range is followed by a linear - elastic - plastic range . Again there is an element of judgment in the choice of the initial yield point and in the slope of the work - hardening line , but a wide range can be covered easily . The ...
... range is followed by a linear - elastic - plastic range . Again there is an element of judgment in the choice of the initial yield point and in the slope of the work - hardening line , but a wide range can be covered easily . The ...
Page 57
... range without too much trouble from buckling . The behavior for large strains can be found with suffi- cient accuracy by an extrapolation of a series of tests on tubes of different thickness . A more refined successive - approximation ...
... range without too much trouble from buckling . The behavior for large strains can be found with suffi- cient accuracy by an extrapolation of a series of tests on tubes of different thickness . A more refined successive - approximation ...
Page 200
... range in which the material is operating . A value close to is found in the inelastic range ; values of to are common in the elastic range ( Fig . 2.3 and table in Appendix ) . Away from end disturbances , the response to torque T by ...
... range in which the material is operating . A value close to is found in the inelastic range ; values of to are common in the elastic range ( Fig . 2.3 and table in Appendix ) . Away from end disturbances , the response to torque T by ...
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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