Introduction to Mechanics of Deformable Solids |
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Page 8
... Combined Stress , Combined Loading 374 chapter 15 Virtual - work equation and technique 376 chapter chapter Introduction chapter Time-independent behavior in tension and compression chapter chapter Combined loading, superposition 199 ...
... Combined Stress , Combined Loading 374 chapter 15 Virtual - work equation and technique 376 chapter chapter Introduction chapter Time-independent behavior in tension and compression chapter chapter Combined loading, superposition 199 ...
Page 205
... combined deformation . The solution to other than fully linear problems of combined loading ( Fig . 10.1 ) requires knowledge of the behavior of nonlinear elastic and inelastic materials under combined tension and shear . More ...
... combined deformation . The solution to other than fully linear problems of combined loading ( Fig . 10.1 ) requires knowledge of the behavior of nonlinear elastic and inelastic materials under combined tension and shear . More ...
Page 211
... combined tension and torsion . moderate to large offset definition of yield . The curve which joins the initial yield points ( the initial yield curve ) separates the states of stress σa ... combined COMBINED LOADING , SUPERPOSITION / 211.
... combined tension and torsion . moderate to large offset definition of yield . The curve which joins the initial yield points ( the initial yield curve ) separates the states of stress σa ... combined COMBINED LOADING , SUPERPOSITION / 211.
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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