Introduction to Mechanics of Deformable Solids |
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Page 80
... V σε 1 - Ec Ea = = E σα 612 E = - V V σε E C E 2 E ( 1 - 2v ) σα V E = - E 3ν σε 2 E = --- 3ν σα E - The slope of the σε versus & plot in the linear - elastic range E / ( 1 v / 2 ) is steeper than the value E for uniaxial tension . For ...
... V σε 1 - Ec Ea = = E σα 612 E = - V V σε E C E 2 E ( 1 - 2v ) σα V E = - E 3ν σε 2 E = --- 3ν σα E - The slope of the σε versus & plot in the linear - elastic range E / ( 1 v / 2 ) is steeper than the value E for uniaxial tension . For ...
Page 83
... versus " or } ( dy " / dt ) for the twisted tube . Doubling of the stress scale gives the equivalence of σ versus " and 27 versus " . This " exact " result is related to but is not the same as the approximate comparison with a versus in ...
... versus " or } ( dy " / dt ) for the twisted tube . Doubling of the stress scale gives the equivalence of σ versus " and 27 versus " . This " exact " result is related to but is not the same as the approximate comparison with a versus in ...
Page 108
... versus the downward displacement of its point of application B. Bar 1 Bar 2 Bar 3 E , psi 30,000,000 10,000,000 ... versus Fc and for Fc versus the downward displacement of its point of application C. 2. What is the maximum value of Fc ...
... versus the downward displacement of its point of application B. Bar 1 Bar 2 Bar 3 E , psi 30,000,000 10,000,000 ... versus Fc and for Fc versus the downward displacement of its point of application C. 2. What is the maximum value of Fc ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero