Introduction to Mechanics of Deformable Solids |
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Page 137
... centroid of the transformed , or equivalent , areas EnAn , Σ EnAnyn n บิ Σ EnAn ( 7.5 : 3 ) E ) , In the special but very important case of a homogeneous assemblage ( constant N = - fe ЕАтӯ L where Ar is the total cross - sectional area ...
... centroid of the transformed , or equivalent , areas EnAn , Σ EnAnyn n บิ Σ EnAn ( 7.5 : 3 ) E ) , In the special but very important case of a homogeneous assemblage ( constant N = - fe ЕАтӯ L where Ar is the total cross - sectional area ...
Page 138
... centroid of the cross section , or of the transformed cross section if E is not constant . In general , however ... centroid must lie halfway between the centroid of bars 1 and 2 and the centroid of bars 3 and 4 . As the bending moment M ...
... centroid of the cross section , or of the transformed cross section if E is not constant . In general , however ... centroid must lie halfway between the centroid of bars 1 and 2 and the centroid of bars 3 and 4 . As the bending moment M ...
Page 365
Daniel Charles Drucker. Ταθ Shear Shear center Centroid center Centroid V Fig . 14.21 Two examples showing large separation of shear center and centroid of cross section . Shear center of homogeneous thin angle section is independent of ...
Daniel Charles Drucker. Ταθ Shear Shear center Centroid center Centroid V Fig . 14.21 Two examples showing large separation of shear center and centroid of cross section . Shear center of homogeneous thin angle section is independent of ...
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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