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 AND COMPRESSION A brief look at the ... BENDING 111 Pure Bending of Plane Assemblages of Bars in Tension Compression.
Daniel Charles Drucker. chapter 7 Beams in pure bending 7.1 / PURE BENDING OF PLANE ASSEMBLAGES OF BARS IN TENSION AND COMPRESSION A brief look at the ... BENDING 111 Pure Bending of Plane Assemblages of Bars in Tension Compression.
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
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