Introduction to Mechanics of Deformable Solids |
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Page 83
... temperature - dependent . Therefore , uniformity of stress and nonuniformity of temperature would lead to nonuniformity of strain . The qualitative effects of increase in temperature are familiar . Ordinary materials expand and exhibit ...
... temperature - dependent . Therefore , uniformity of stress and nonuniformity of temperature would lead to nonuniformity of strain . The qualitative effects of increase in temperature are familiar . Ordinary materials expand and exhibit ...
Page 84
... Temperature , ° F Fig . 5.9 Yield strength in tension ( 0.002 offset ) vs tem- perature short time tests . Data on ... temperature , is α Ξ 60 Ꮎ 00 The free change in length of any length L is бо = EL = a ( 0 – 00 ) L When temperature ...
... Temperature , ° F Fig . 5.9 Yield strength in tension ( 0.002 offset ) vs tem- perature short time tests . Data on ... temperature , is α Ξ 60 Ꮎ 00 The free change in length of any length L is бо = EL = a ( 0 – 00 ) L When temperature ...
Page 86
... temperature change may be computed separately and simply added together . Of course , the changes in dimension due to stress must be computed with due regard to the temperature at the time . True elastic properties are fairly ...
... temperature change may be computed separately and simply added together . Of course , the changes in dimension due to stress must be computed with due regard to the temperature at the time . True elastic properties are fairly ...
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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