Introduction to Mechanics of Deformable Solids |
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Page 5
... Statically Determinate Assemblages 90 6.3 Statically Determinate Problems 94 6.4 Statically Indeterminate Assemblages 96 6.5 Illustrative Example of a Statically Indeterminate Sys- tem 99 Linear - elastic 101 Elastic - perfectly plastic ...
... Statically Determinate Assemblages 90 6.3 Statically Determinate Problems 94 6.4 Statically Indeterminate Assemblages 96 6.5 Illustrative Example of a Statically Indeterminate Sys- tem 99 Linear - elastic 101 Elastic - perfectly plastic ...
Page 8
... Statically determinate beams of constant EI 336 338 Statically indeterminate beam of constant EI 341 Statically indeterminate beam of piecewise constant EI Superposition of solutions 345 343 14.5 Elastic - Perfectly Plastic Beams and ...
... Statically determinate beams of constant EI 336 338 Statically indeterminate beam of constant EI 341 Statically indeterminate beam of piecewise constant EI Superposition of solutions 345 343 14.5 Elastic - Perfectly Plastic Beams and ...
Page 90
... STATICALLY DETERMINATE ASSEMBLAGES The statically determinate two - bar assemblages shown in Fig . 6.1 provide the first set of examples . No restriction is placed on the material , on the area of cross section , or on the length of ...
... STATICALLY DETERMINATE ASSEMBLAGES The statically determinate two - bar assemblages shown in Fig . 6.1 provide the first set of examples . No restriction is placed on the material , on the area of cross section , or on the length of ...
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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