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 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 ...
Page 96
... Statically indeterminate assemblages . maintained constant at 00 80 for the duration of the test . -- Assume the elastic properties to be independent of temperature and the viscous properties to apply at the test temperature . 6.9 What ...
... Statically indeterminate assemblages . maintained constant at 00 80 for the duration of the test . -- Assume the elastic properties to be independent of temperature and the viscous properties to apply at the test temperature . 6.9 What ...
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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