Introduction to Mechanics of Deformable Solids |
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Page 386
... Virtual work ( 15.1 : 1 ) implies no restriction whatsoever on the stress - strain relation of the material . Any one of our generalized - stress - generalized- strain relations may be assumed and substituted in the equation of virtual ...
... Virtual work ( 15.1 : 1 ) implies no restriction whatsoever on the stress - strain relation of the material . Any one of our generalized - stress - generalized- strain relations may be assumed and substituted in the equation of virtual ...
Page 390
... virtual work . 15.3 A. Use the equation of virtual work directly to find the downward displacement △ of pin C of the symmetric linear - elastic truss sketched in Fig . 15.2a . B. Discuss your result in terms of an energy balance . 15.4 ...
... virtual work . 15.3 A. Use the equation of virtual work directly to find the downward displacement △ of pin C of the symmetric linear - elastic truss sketched in Fig . 15.2a . B. Discuss your result in terms of an energy balance . 15.4 ...
Page 392
... virtual work to find the deflection of the free end L immediately upon abrupt application of the loads . B. What is the total deflection of L after 1000 hr ? 15.5 THE USE OF VIRTUAL WORK TO DEVISE AND PROVE GENERAL THEOREMS AND ...
... virtual work to find the deflection of the free end L immediately upon abrupt application of the loads . B. What is the total deflection of L after 1000 hr ? 15.5 THE USE OF VIRTUAL WORK TO DEVISE AND PROVE GENERAL THEOREMS AND ...
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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