Introduction to Mechanics of Deformable Solids |
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Page 94
... results for u and v above . As mentioned previously , these forms are valid for small displacements and small angle ... result differ from the motion which would be caused by a drop in temperature of 80 prior to the application of FA ...
... results for u and v above . As mentioned previously , these forms are valid for small displacements and small angle ... result differ from the motion which would be caused by a drop in temperature of 80 prior to the application of FA ...
Page 185
... result for the plastic - limit pressure pa can be obtained by pretending that the elastic - perfectly plastic thick - walled sphere is a single thin - walled shell of radius a and thickness t = b - a . The net circumferential stress ...
... result for the plastic - limit pressure pa can be obtained by pretending that the elastic - perfectly plastic thick - walled sphere is a single thin - walled shell of radius a and thickness t = b - a . The net circumferential stress ...
Page 230
... result is the last term , as derived in Sec . 4.4 . The equations of equilibrium are linear ; therefore the two results add to give Eqs . ( 11.2 : 10 , 11 ) . στ Oy Addition of the 7 terms does not alter the result that the plot of on ...
... result is the last term , as derived in Sec . 4.4 . The equations of equilibrium are linear ; therefore the two results add to give Eqs . ( 11.2 : 10 , 11 ) . στ Oy Addition of the 7 terms does not alter the result that the plot of on ...
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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