Introduction to Mechanics of Deformable Solids |
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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 . σY / 2 or ба moderate to large offset definition of yield . The curve which joins the initial yield points ( the initial yield curve ) separates the states of ... combined COMBINED LOADING , SUPERPOSITION / 211.
... combined tension and torsion . σY / 2 or ба moderate to large offset definition of yield . The curve which joins the initial yield points ( the initial yield curve ) separates the states of ... combined COMBINED LOADING , SUPERPOSITION / 211.
Page 374
... COMBINED STRESS , COMBINED LOADING The strength of materials approach of this chapter and the discussion of prin- cipal stresses and strains in Chap . 11 permit us to reconsider the bar problems of Chap ... Combined Stress, Combined Loading.
... COMBINED STRESS , COMBINED LOADING The strength of materials approach of this chapter and the discussion of prin- cipal stresses and strains in Chap . 11 permit us to reconsider the bar problems of Chap ... Combined Stress, Combined Loading.
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Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ