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 = € 0 0 во - The free change in length of any length L is δε = EL = α ( 0 – 0。) L - When ...
... Temperature , ° F Fig . 5.9 Yield strength in tension ( 0.002 offset ) vs tem- perature short time tests . Data on ... temperature , is α = € 0 0 во - The free change in length of any length L is δε = EL = α ( 0 – 0。) L - When ...
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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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero