2.002 Lecture Notes - Buckling, Free Body, Free Body Diagram

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7 Jul 2022
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Linear elastic beam theory (cid:149) basics of beams. Slice equilibrium relations (cid:149)q(x): distributed load/length (cid:149)n(x): axial force (cid:149)v(x): shear force (cid:149)m(x): bending moment. Beam theory assumptions on spatial variation of displacement components: Section axial force n(x) and bending moment m(x) in terms of displacement fields. N(x): x-component of force equilibrium on slice at location x": M(x): z-component of moment equilibrium on slice at location x": P (cid:149)statically determinant: support reactions r, m0 from equilibrium alone (cid:149)reactions present because of x=0 geometrical boundary conditions v(0)=0; v"(0)= (0)=0. Free body diagrams: (cid:149)general equilibrium equations (cdl 3. 11-12) satisfied. Free body diagrams: (cid:149)weight per unit lenth: q0 (cid:149)q0 = ag= bhg. Find: (cid:149)reactions: r and m0 (cid:149)shear force: v(x) (cid:149)bending moment: m(x) Tip-loaded cantilever: lateral deflections curvature / moment relations: geometric boundary conditions tip deflection and rotation: stiffness and modulus: Tip-loaded cantilever: axial strain distribution strain field (no axial force): top/bottom axial strain distribution: strain-gauged estimate of e:

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