Introduction to Mechanics of Deformable Solids |
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Page 7
... given ( plane strain ) 250 Nonprincipal values given ( plane strain ) Yxz = 2 € rz 0 , Yuz = 2 € yz = 0 , but € 0. Strain rosettes Problems of Strain in a Surface 258 11.8 = 253 255 11.9 Principal Strains in Three Dimensions . Strain as ...
... given ( plane strain ) 250 Nonprincipal values given ( plane strain ) Yxz = 2 € rz 0 , Yuz = 2 € yz = 0 , but € 0. Strain rosettes Problems of Strain in a Surface 258 11.8 = 253 255 11.9 Principal Strains in Three Dimensions . Strain as ...
Page 30
... given load , and relaxation , the loss of stress with time at a given deformation , are two of the manifestations of time effects . They often govern the useful life of turbines , engines and other propulsion sys- tems , nuclear - power ...
... given load , and relaxation , the loss of stress with time at a given deformation , are two of the manifestations of time effects . They often govern the useful life of turbines , engines and other propulsion sys- tems , nuclear - power ...
Page 229
... given The state of plane stress which is given to start , or the state of stress which you calculate from the applied forces as in Fig . 10.5 , usually will not be a principal state of stress . Ordinarily there will be both shear and ...
... given The state of plane stress which is given to start , or the state of stress which you calculate from the applied forces as in Fig . 10.5 , usually will not be a principal state of stress . Ordinarily there will be both shear and ...
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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