Introduction to Mechanics of Deformable Solids |
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Page 11
... Stress - strain curve . Fig . 2.3 Lateral strain . P , would elongate the same amount ♪ . If the original bar could be split in two longitudinally , each half would carry P / 2 . The significant force quantity , then , is not the load ...
... Stress - strain curve . Fig . 2.3 Lateral strain . P , would elongate the same amount ♪ . If the original bar could be split in two longitudinally , each half would carry P / 2 . The significant force quantity , then , is not the load ...
Page 19
... stress no longer determines strain uniquely . The history of the stress is ... curve of the type shown in Fig . 2.8 for a structural aluminum alloy , an ... strain range of interest , it is better to choose σo to lie somewhere in the ...
... stress no longer determines strain uniquely . The history of the stress is ... curve of the type shown in Fig . 2.8 for a structural aluminum alloy , an ... strain range of interest , it is better to choose σo to lie somewhere in the ...
Page 20
... curve , is related to Young's modulus E and the plastic tangent modulus , or slope of the stress- plastic - strain curve En 1 = 1 1 + Etan E EP . tan When elastic strains are subtracted from the ... Stress-Strain Relations for Compression.
... curve , is related to Young's modulus E and the plastic tangent modulus , or slope of the stress- plastic - strain curve En 1 = 1 1 + Etan E EP . tan When elastic strains are subtracted from the ... Stress-Strain Relations for Compression.
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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