Introduction to Mechanics of Deformable Solids |
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Page 235
Daniel Charles Drucker. compression . List the further combinations of principal stress for yield when one principal stress is zero . D ... STRESS AND STRAIN AS TENSORS / 235 Principal Stresses in Three Dimensions Secondary principal ...
Daniel Charles Drucker. compression . List the further combinations of principal stress for yield when one principal stress is zero . D ... STRESS AND STRAIN AS TENSORS / 235 Principal Stresses in Three Dimensions Secondary principal ...
Page 236
... principal stresses σ , on . Omax σε On ( σy , Tyx ) ( c ) σε 03 Omax σε σ ( σx1 - Txy ) ( a ) ( b ) ( ၁ ) Fig . 11.18 Principal stresses exist and act on planes of zero shear stress ( see also Fig . 11.1 ) . as ẞ changes . These " ...
... principal stresses σ , on . Omax σε On ( σy , Tyx ) ( c ) σε 03 Omax σε σ ( σx1 - Txy ) ( a ) ( b ) ( ၁ ) Fig . 11.18 Principal stresses exist and act on planes of zero shear stress ( see also Fig . 11.1 ) . as ẞ changes . These " ...
Page 239
... principal stresses σ1 , σ2 , σ3 adds po to on [ Eq . ( 11.4 : 3 , 4 ) ] and does not alter Tns [ see also Eq . ( 11.1 : 5 ) ] . Suppose the ... Stress as a tensor Existence of three principal stresses Calculation of the principal stresses.
... principal stresses σ1 , σ2 , σ3 adds po to on [ Eq . ( 11.4 : 3 , 4 ) ] and does not alter Tns [ see also Eq . ( 11.1 : 5 ) ] . Suppose the ... Stress as a tensor Existence of three principal stresses Calculation of the principal stresses.
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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