Introduction to Mechanics of Deformable Solids |
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Page 80
... V σε Ere - V E E - ע = 1 σε 2 E = ( 1 σα V E = 2v ) 3ν σα E ν σε 2 E σα = - 3v E - The slope of the σ . versus e plot in the linear - elastic range E / ( 1 v / 2 ) is steeper than the value E for uniaxial tension . For Poisson's ratio ...
... V σε Ere - V E E - ע = 1 σε 2 E = ( 1 σα V E = 2v ) 3ν σα E ν σε 2 E σα = - 3v E - The slope of the σ . versus e plot in the linear - elastic range E / ( 1 v / 2 ) is steeper than the value E for uniaxial tension . For Poisson's ratio ...
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 ...
Page 122
... versus as in Fig . 7.7 . 2. Find M1 and M2 " explicitly . 3. Plot P1 and P2 versus M for the complete cycle of loading and unloading . 4. Compare results with the elastic - perfectly plastic idealization , and explain how you would ...
... versus as in Fig . 7.7 . 2. Find M1 and M2 " explicitly . 3. Plot P1 and P2 versus M for the complete cycle of loading and unloading . 4. Compare results with the elastic - perfectly plastic idealization , and explain how you would ...
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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