Introduction to Mechanics of Deformable Solids |
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Page 95
... Suppose , as in the preceding problems , that bars 1 , 3 , and 5 are linear- elastic . However , bars 2 , 4 , and 6 now are to be considered as linear - visco- elastic of the Kelvin or Voigt type . In each case , the elastic modulus is ...
... Suppose , as in the preceding problems , that bars 1 , 3 , and 5 are linear- elastic . However , bars 2 , 4 , and 6 now are to be considered as linear - visco- elastic of the Kelvin or Voigt type . In each case , the elastic modulus is ...
Page 133
... Suppose that all the answers to parts A , B , and C of this question are known . Defining your notation carefully , be explicit on how you would modify these answers to find : 1. Stress in each bar due to M. 2. Immediate rotation due to ...
... Suppose that all the answers to parts A , B , and C of this question are known . Defining your notation carefully , be explicit on how you would modify these answers to find : 1. Stress in each bar due to M. 2. Immediate rotation due to ...
Page 142
... Suppose all the answers to the previous parts of this question are known . Defining your notation care- fully , be explicit on how you would modify these answers , or , more directly , find : 1. Stress in each bar due to Mc 2 2 ...
... Suppose all the answers to the previous parts of this question are known . Defining your notation care- fully , be explicit on how you would modify these answers , or , more directly , find : 1. Stress in each bar due to Mc 2 2 ...
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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