Introduction to Mechanics of Deformable Solids |
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Page 125
... axes y and z are axes of symmetry for any cross - sectional plane ; the planes xy and xz are planes of symmetry for the system . This symmetry ensures that a bending moment about the z axis will produce rotation about z and no rotation ...
... axes y and z are axes of symmetry for any cross - sectional plane ; the planes xy and xz are planes of symmetry for the system . This symmetry ensures that a bending moment about the z axis will produce rotation about z and no rotation ...
Page 170
... axes of geometric symmetry of the cross section . These four axes of geometric symmetry , located in the cross section which lies halfway between the ends , cannot warp out of their plane or distort in their plane . Therefore , if ...
... axes of geometric symmetry of the cross section . These four axes of geometric symmetry , located in the cross section which lies halfway between the ends , cannot warp out of their plane or distort in their plane . Therefore , if ...
Page 372
... axes 7 and ( principal axes ) always can be found for which Is I , 0 , I , is the smallest of all moments of inertia , and I the largest for all centroidal axes in the cross section . The 7 axis is called the weak axis , and the axis is ...
... axes 7 and ( principal axes ) always can be found for which Is I , 0 , I , is the smallest of all moments of inertia , and I the largest for all centroidal axes in the cross section . The 7 axis is called the weak axis , and the axis is ...
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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