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 418
... stress - distribution picture of Fig . 16.6d , in which a triangular loading ... strain curve is of the linear - work - hardening type , with constant E , in ... stress - strain curves for structural metals ( Figs . 2.5 , 2.6 , 2.11 ) ...
... stress - distribution picture of Fig . 16.6d , in which a triangular loading ... strain curve is of the linear - work - hardening type , with constant E , in ... stress - strain curves for structural metals ( Figs . 2.5 , 2.6 , 2.11 ) ...
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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