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Rotorcraft Aerodynamics Models for a Comprehensive Analysis

Wayne Johnson
TLDR
In this paper, a force balance method for calculating section loads of a bearingless rotor rotor was proposed, and the results were compared with the results from a full-scale wind tunnel test.
Abstract
Recent developments of the dynamics models for the comprehensive analysis CAMRAD II are described, specifically advanced models of the geometry and material for the beam component, and a force balance method for calculating section loads. Calculations are compared with measurements for beams undergoing large deflection. Bearingless rotor stability and bending loads calculations are compared with the results from a full-scale wind tunnel test. With a reasonable number of beam elements representing the rotor blade, any large deflection effects are captured by the rigid body motion (which is always exact), and a second-order model of the beam element elastic motion is adequate. The deflection method gives unacceptable results for the structural loads in practical cases, and even with uniform blade properties. The force balance method described here gives good results for blade load, without requiring a large number of nodes.

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Journal ArticleDOI

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References
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Book

Variational Methods in Elasticity and Plasticity

TL;DR: In this article, the Statique Reference Record was created on 2004-09-07, modified on 2016-08-08, and was used for Elasticite and Plasticite.

Nonlinear equations of motion for the elastic bending and torsion of twisted nonuniform rotor blades

TL;DR: In this article, the Hamilton's principle and the Newtonian method are used to derive the equations of motion for long, straight, slender, homogeneous, isotropic beams undergoing moderate displacements.
Journal ArticleDOI

A mixed variational formulation based on exact intrinsic equations for dynamics of moving beams

TL;DR: In this paper, a nonlinear intrinsic formulation for the dynamics of initially curved and twisted beams in a moving frame is presented, which is written in a compact matrix form without any approximations to the geometry of the deformed beam reference line or to the orientation of the intrinsic cross-section frame.
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