Introduction to Mechanics of Deformable Solids |
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Page 15
... independent under most conditions of use and of test . As mentioned before , the upper yield point is not observed ordinarily , and so it is of little consequence in the design and analysis of most structural elements . 2.3 ...
... independent under most conditions of use and of test . As mentioned before , the upper yield point is not observed ordinarily , and so it is of little consequence in the design and analysis of most structural elements . 2.3 ...
Page 96
... independent of temperature and the viscous properties to apply at the test temperature . 6.9 What difficulty might arise in Prob . 6.8 if the temperature were to increase instead of decrease ? 6.4 / STATICALLY INDETERMINATE ASSEMBLAGES ...
... independent of temperature and the viscous properties to apply at the test temperature . 6.9 What difficulty might arise in Prob . 6.8 if the temperature were to increase instead of decrease ? 6.4 / STATICALLY INDETERMINATE ASSEMBLAGES ...
Page 97
... independent equations P10 = P11 + P12 FE = P10a P11b + P12 ( b + c ) Moment equations such as FEα = P11 ( a + b ) + P12 ( a + b + c ) may be con- venient but add nothing new . For the three concurrent bars ( Fig . 6.3f ) , summation of ...
... independent equations P10 = P11 + P12 FE = P10a P11b + P12 ( b + c ) Moment equations such as FEα = P11 ( a + b ) + P12 ( a + b + c ) may be con- venient but add nothing new . For the three concurrent bars ( Fig . 6.3f ) , summation of ...
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Common terms and phrases
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