Introduction to Mechanics of Deformable Solids |
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Page 92
... determined by the existing value of the force and is inde- pendent of the prior history . The prior time history , however , is a determining factor for the rate of elongation of a Kelvin material . Suppose that the elongations of the ...
... determined by the existing value of the force and is inde- pendent of the prior history . The prior time history , however , is a determining factor for the rate of elongation of a Kelvin material . Suppose that the elongations of the ...
Page 208
... determined by the loads without reference to the properties of the material other than the homogeneity associated ... determination of e ,, stress - strain relations can be found experimentally , because the stresses can be calculated ...
... determined by the loads without reference to the properties of the material other than the homogeneity associated ... determination of e ,, stress - strain relations can be found experimentally , because the stresses can be calculated ...
Page 228
... determined by the line through point 1 at the angle of inclination a of the 10,000 - psi normal stress on plane 1 , or by the line through 3 in the direction of the 5000 - psi compressive normal stress on plane 3 , or by the horizontal ...
... determined by the line through point 1 at the angle of inclination a of the 10,000 - psi normal stress on plane 1 , or by the line through 3 in the direction of the 5000 - psi compressive normal stress on plane 3 , or by the horizontal ...
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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