Introduction to Mechanics of Deformable Solids |
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Page 6
Daniel Charles Drucker. chapter 7 Beams in pure bending 111 6.6 Statically Indeterminate Problems 106 7.1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111 114 Elastic - perfectly plastic idealization 115 Linear ...
Daniel Charles Drucker. chapter 7 Beams in pure bending 111 6.6 Statically Indeterminate Problems 106 7.1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111 114 Elastic - perfectly plastic idealization 115 Linear ...
Page 111
Daniel Charles Drucker. chapter 7 Beams in pure bending 7.1 / PURE BENDING OF PLANE ASSEMBLAGES OF BARS IN TENSION ... BENDING 111 7 1 Pure Bending of Plane Assemblages of Bars in Tension.
Daniel Charles Drucker. chapter 7 Beams in pure bending 7.1 / PURE BENDING OF PLANE ASSEMBLAGES OF BARS IN TENSION ... BENDING 111 7 1 Pure Bending of Plane Assemblages of Bars in Tension.
Page 439
... bending , 118 generalized stress - strain , 326 recovery , 40 in bending , 118 relaxation , 39 in bending , 119 variable loading , 105 Maxwell nonlinear model , 36 , 43 , 61 abrupt loading , 43 , 119 , 127 creep , 43 in bending , 120 ...
... bending , 118 generalized stress - strain , 326 recovery , 40 in bending , 118 relaxation , 39 in bending , 119 variable loading , 105 Maxwell nonlinear model , 36 , 43 , 61 abrupt loading , 43 , 119 , 127 creep , 43 in bending , 120 ...
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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