Introduction to Mechanics of Deformable Solids |
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Page 46
... material of the wire in turn to be : A. Linear Maxwell B. Linear Kelvin C. Four - element linear 1. Describe in qualitative terms how each system behaves with time . 2. Discuss , for ( A ) and for ( B ) , the time needed to stretch the ...
... material of the wire in turn to be : A. Linear Maxwell B. Linear Kelvin C. Four - element linear 1. Describe in qualitative terms how each system behaves with time . 2. Discuss , for ( A ) and for ( B ) , the time needed to stretch the ...
Page 118
... Maxwell idealization ( Fig . 3.9 ) to the abrupt imposition of load is linear - elastic because the dashpot or viscous ele- ment has no time to move . If , as in the previous inelastic idealizations , all bars have the same material ...
... Maxwell idealization ( Fig . 3.9 ) to the abrupt imposition of load is linear - elastic because the dashpot or viscous ele- ment has no time to move . If , as in the previous inelastic idealizations , all bars have the same material ...
Page 184
... Maxwell material responds to abrupt loading in a linear - elastic manner first . This problem has already been solved for a homogeneous isotropic thick - walled sphere . The subsequent response to steady pressure is a steady creep , if ...
... Maxwell material responds to abrupt loading in a linear - elastic manner first . This problem has already been solved for a homogeneous isotropic thick - walled sphere . The subsequent response to steady pressure is a steady creep , if ...
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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