Introduction to Mechanics of Deformable Solids |
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Page 5
... tension and compression 9 chapter 3 Time - dependent behavior in tension and compression 30 chapter 4 Simple shear 48 chapter 5 Other homogeneous states of stress 71 chapter 6 Assemblages of homogeneous states of tension and compression ...
... tension and compression 9 chapter 3 Time - dependent behavior in tension and compression 30 chapter 4 Simple shear 48 chapter 5 Other homogeneous states of stress 71 chapter 6 Assemblages of homogeneous states of tension and compression ...
Page 22
... tension in the linear - elastic domain carry over without any change : € = σ o / E , δ = PL / AE , and = Elat - Ve . Modulus of elasticity and Poisson's ratio have the same value for tension and compression . Quite independently of this ...
... tension in the linear - elastic domain carry over without any change : € = σ o / E , δ = PL / AE , and = Elat - Ve . Modulus of elasticity and Poisson's ratio have the same value for tension and compression . Quite independently of this ...
Page 433
... tension specimen , 17 in thick - walled cylinder , 197 pressure plus tension , 314 , 316 , 318 tension plus torsion , 300 , 301 , 308 in thin pressurized tube , 79 in tube assemblage , pressure plus tension , 313 , 315 tension plus ...
... tension specimen , 17 in thick - walled cylinder , 197 pressure plus tension , 314 , 316 , 318 tension plus torsion , 300 , 301 , 308 in thin pressurized tube , 79 in tube assemblage , pressure plus tension , 313 , 315 tension plus ...
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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