Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 91
Page 8
... Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb 0 298 = Thick - walled nonlinear - viscous cylinder , pa = Pb = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) Material , R plus T 301 ...
... Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb 0 298 = Thick - walled nonlinear - viscous cylinder , pa = Pb = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) Material , R plus T 301 ...
Page 35
... material . The analogy to the linear - elastic ideali- zation is clear ; de / dt replaces e , and C replaces Young's modulus E. d If the bar is of length L , its elongation is ♪ = L , and its rate of elongation is dô / dt = ( de / dt ) ...
... material . The analogy to the linear - elastic ideali- zation is clear ; de / dt replaces e , and C replaces Young's modulus E. d If the bar is of length L , its elongation is ♪ = L , and its rate of elongation is dô / dt = ( de / dt ) ...
Page 197
... material . There is no change at all in the equations of equilibrium ( 9.3 : 18 , 19 ) , but substitutions are ... materials Nonlinear materials Problems.
... material . There is no change at all in the equations of equilibrium ( 9.3 : 18 , 19 ) , but substitutions are ... materials Nonlinear materials Problems.
Other editions - View all
Common terms and phrases
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