aerosandbox.structures.legacy.simple_beam_opt_daedalus_calibration#

Simple Beam

A simple 2D beam example, to be integrated later for full aerostructural modeling. TODO do that.

Governing equation for bending: Euler-Bernoulli beam theory.

(E * I * u(x)’’)’’ = q(x)

where:
  • E is the elastic modulus

  • I is the bending moment of inertia

  • u(x) is the local displacement at x.

  • q(x) is the force-per-unit-length at x. (In other words, a dirac delta is a point load.)

  • ()’ is a derivative w.r.t. x.

Governing equation for torsion: phi(x)’’ = -T / (G * J)

where:
  • phi is the local twist angle

  • T is the local torque per unit length

  • G is the local shear modulus

  • J is the polar moment of inertia

  • ()’ is a derivative w.r.t. x.

Module Contents#

aerosandbox.structures.legacy.simple_beam_opt_daedalus_calibration.opti[source]#