Introduction to Mechanics of Deformable Solids |
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Page 119
... linear Maxwell assemblage of five equal bars . de 1 do σ = + I = Ah2 dt Em dt См Linear Maxwell idealization The response of time - dependent materials is , of course , far more complicated than that for time - independent materials ...
... linear Maxwell assemblage of five equal bars . de 1 do σ = + I = Ah2 dt Em dt См Linear Maxwell idealization The response of time - dependent materials is , of course , far more complicated than that for time - independent materials ...
Page 119
... linear Maxwell assemblage . @ const M = Mee- ( EM / CM ) t linearly with time from its elastic value 0 = ML / EMI . This rotational creep for a beamlike assemblage is the analog of the axial creep in a Maxwell bar under tension or ...
... linear Maxwell assemblage . @ const M = Mee- ( EM / CM ) t linearly with time from its elastic value 0 = ML / EMI . This rotational creep for a beamlike assemblage is the analog of the axial creep in a Maxwell bar under tension or ...
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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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