Tape-Spring Rolling Hinges Alan M. Watt. Outline of Talk Why build new hinges. What is a tape-spring rolling hinge. Previous designs. Conceptual design.

Slides:



Advertisements
Similar presentations
2. CABLES AND ARCHES.
Advertisements

FE analysis with shell and axisymmetric elements E. Tarallo, G. Mastinu POLITECNICO DI MILANO, Dipartimento di Meccanica.
Definition I. Beams 1. Definition
What is a “Lift?” A Lift is a device for grabbing and moving objects in a predominately vertical direction.
8.6 Frictional Forces on Collar Bearings, Pivot Bearings and Disks
Overview of Loads ON and IN Structures / Machines
Modeling for Analysis CE Design of Multi-Story Structures
Beams and Frames.
Chapter Outline Shigley’s Mechanical Engineering Design.
Designing for Stiffness
Design of Shaft A shaft is a rotating member usually of circular cross-section (solid or hollow), which transmits power and rotational motion. Machine.
Chapter 6 Section 3,4 Bending Deformation, Strain and Stress in Beams
Copyright 2001, J.E. Akin. All rights reserved. CAD and Finite Element Analysis Most ME CAD applications require a FEA in one or more areas: –Stress Analysis.
FE analysis with bar elements E. Tarallo, G. Mastinu POLITECNICO DI MILANO, Dipartimento di Meccanica.
Nazgol Haghighat Supervisor: Prof. Dr. Ir. Daniel J. Rixen
AERSP 301 Shear of beams (Open Cross-section)
Bars and Beams FEM Linear Static Analysis
Mechanical Vibrations
CM 197 Mechanics of Materials Chap 20: Connections
Deflection and Stiffness
Classical Laminated Plate Theory
CTC / MTC 222 Strength of Materials
Statics - Review Important Principles of Statics used in Mechanics of Materials External Forces (or Loads) Concentrated Force – applied to a point on a.
CHAP 4 FINITE ELEMENT ANALYSIS OF BEAMS AND FRAMES
Oscillation.
Chapter 1 Stress.
Engineering Mechanics: Statics
BENDING MOMENTS AND SHEARING FORCES IN BEAMS
Shear Forces & Bending Moments Shear & Moment Diagrams
Streamlined Process for Soil-Structure Interaction Analysis of Nuclear Facilities Utilizing GTSTRUDL and MTR/SASSI Wei Li, Michael Perez, Mansour Tabatabaie,
Summer 2005COE 2001 Statics1 COE2001 Review Material Basic equilibrium equations are from Physics I –Reinforce fundamental understanding of force & moments.
GSA basic concepts GSA Essentials.
GESAC, Inc Development of Abdomen Compression Measurement Sensors T. Shams, N. Rangarajan, J. Rowe, H. Conner GESAC, Inc.
What is good for small mechanisms is very good for very big ones. Above is the major reciprocating parts of a rally engine. At top right is the force applied.
Simulation of Roll Forming
Mechanics of Materials – MAE 243 (Section 002) Spring 2008
MAE 343-Intermediate Mechanics of Materials QUIZ No.1 - Thursday, Aug. 26, 2004 List three possible failure modes of a machine element (5points) List the.
6.5 Space Trusses A space truss consists of members joined together at their ends to form a stable 3D structure The simplest space truss is a tetrahedron,
7. APPROXIMATE ANALYSIS OF INDETERMINATE STRUCTURES
1 20-Oct-15 Last course Lecture plan and policies What is FEM? Brief history of the FEM Example of applications Discretization Example of FEM softwares.
Techniques used for Functional and Multi-segmental Spinal Unit Functional Spinal Unit (Motion Segment) –the smallest segment of the spine that exhibits.
RC Slab Design master class Ian Feltham, Arup. Linear elastic material do not reflect the cracked nature of concrete FE analysis gives stresses in equilibrium.
Simple trusses A truss structure is composed of slender members joined together at their end points A truss structure is composed of slender members joined.
Structural Design for Cold Region Engineering Lecture 14 Thory of Plates Shunji Kanie.
How Bridges Respond to Loads
Machine Design I (MCE-C 203)
Chapter Eight: Work 8.1 Work 8.2 Efficiency and Power.
CHAPTER OBJECTIVES To show how to transform the stress components that are associated with a particular coordinate system into components associated with.
LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS * Gennady Aryassov,
Two loading Conditions
Andrew Biehl.  The objective of this project is to develop a method for determining the nut factor of a bolted joint using the finite element method.
A View of NCSX Structural System and Load Path for the Base Support Structure.
CAD and Finite Element Analysis Most ME CAD applications require a FEA in one or more areas: –Stress Analysis –Thermal Analysis –Structural Dynamics –Computational.
Lecture 1 Stress 16 July 2007 ENT 450 Mechanics of Materials Dr. Haftirman 1 ENT 450 MECHANICS OF MATERIALS (MoM) RC. Hibbler Lecture: DR. HAFTIRMAN Teaching.
BME 315 – Biomechanics Chapter 4. Mechanical Properties of the Body Professor: Darryl Thelen University of Wisconsin-Madison Fall 2009.
MESF593 Finite Element Methods
Deflection and Stiffness
Mechanical Vibrations
BODY STRUCTURAL ELEMENT
Chapter 6 Section 3,4 Bending Deformation, Strain and Stress in Beams
Mechanical Properties
Overview of Loads ON and IN Structures / Machines
contents Design of beams (week 11,12,13), (10,17,24 Nov.)
Chapter-2 Parts of Steel Bridges.
Deflections using energy methods
Work and Simple Machines
Effective bending moment method
Theory of Simple Bending
Beams.
Eng Ship Structures 1 Hull Girder Response Analysis
Presentation transcript:

Tape-Spring Rolling Hinges Alan M. Watt

Outline of Talk Why build new hinges. What is a tape-spring rolling hinge. Previous designs. Conceptual design. Stiffness of hinge. Moment - rotation properties. Damping. Wire Effects. Applications of hinges.

Why build new hinges Heavy. Stiff (large, heavy) support frames required. Unreliable Complex. Require power. Present designs rely on motors or complex hinge assemblies to drive mechanisms.

What is a Tape-Spring Rolling Hinge Benefits of rolling hinges: –Very low friction (rolling contact only). –No lubrication required. –Constrained deployment. Benefits of tape-springs: –Deployment moment. –Locking moment. –Very light weight and simple. –Good pointing accuracy. Problem: - No constraint when undeployed. Two arrangements of tape-springs.

Aerospatiale “Adele” Hinge Very complex. Wide. Locking mechanism required. Complex band tightening mechanism. Heavy – 1.1 kG

Astro / JPL Nasa Hinge Simpler than Aerospatiale hinge. Tightening mechanism simpler. Still very wide. Small locking moment, as tape-springs almost co-planar.

Hinge Design Parameters S – spacing d – offset Assuming standard tape-springs, there are four variable parameters: S-d < r d > s/2 Can lead to hinge that operates in one direction only. r – radius L - Length Three main constraints: L > 2  R R=radius of curvature of tape-spring

Comparison to FE Calculation Calculation of M max Considering Local buckling at point 2. Stress in eccentrically loaded strut = shell buckling stress. Solve for and substitute into

Deployed Stiffness of Hinge 3 linear stiffnesses: –Extensional, in-plane shear (Y), out of plane shear (Z). 3 torsional stiffnesses: –Torsional, in-plane bending (about Z), out of plane bending (about Y). Each can be found for tape or rolling hinge on their own as well as the combination. Deployed stiffness required for natural frequency analysis and dynamic simulations. Generally require high deployed stiffness and low stowed stiffness.

Extensional Stiffness of Tape-Spring Dead band caused by play in test set-up – now fixed although no results. Predictions made using FE and beam models. Poor correlation between prediction and experiment. 10 kN/mm to 3 kN/mm respectively.

Stiffness results compare reasonably with practical results 1530 N/mm – 1040 N/mm. Stiffness predicted using FE model made in Pro/Mechanica with 2940 tetra elements and contact surface at join of hinge. Analysis is only true as long as wires are kept under sufficient tension to maintain compressive contact. Extensional Stiffness of Rolling Hinge

For faster analysis equivalent bar model using hertzian contact theory was developed. with Extensional Stiffness of Rolling Hinge (cntd) Hertz theory gives approach (  ) of bodies as:

Shear Stiffnesses Predictions found from finite element analysis and beam bending theory. Good match found for rolling hinge part of hinge but tape-spring results high. Out-of-Plane hinge stiffness Stiffness predominantly arises from tape-spring for out-of-plane direction and rolling hinge for in-plane direction.

Torsional Stiffness Experimental measurements taken with FSH testing machine with rotating head. Experiments matched predictions reasonably well. Rolling hinge and tape both contribute to stiffness.

Bending Stiffnesses Predictions found from FE analysis and beam theory. Poor match between predictions and experimental results.

Practical ResultsPredictions DirectionTapeRolamiteTotalTapeRolamiteTotalUnits K xx N/mm K yy N/mm K zz N/mm T xx kNmm/rad T yy kNmm/rad T zz kNmm/rad Summary of Results

Moment - Rotation Properties Manual data capture. Hard to capture peak moment. Results match FE model well. Redesign of hinge based on data. New automated set-up to be used to obtain peak moment and test hinges of different sizes.

Damping Two types of Damping: 1)During deployment, to slow the hinge deployment time. 2)At locking, to lower shock transmitted to structure and prevent re-buckling of tape-springs. A number of damping schemes were considered. There are few that apply true damping without adding greatly to the complexity of the hinge. Constrained layer damping added to tape-springs. Aluminium layer with damping material underneath. Preliminary tests suggest that constrained layer damping is relatively ineffective and that there is a large amount of natural damping in the hinge at locking.

Analysis of Wire Effects For a given configuration, a straight section of wire tangentially links two points on either side of the hinge. From this the position of the wire can be found for any hinge configuration.

Moment - rotation can be found from a number of analytical methods: Virtual Work–M  =Fe M=2F(L2-L1) M=Rd Analysis of Wire Effects (cntd)

Tensioning Hinge A set-up such as this, with the wire transferring from a large radius to a small one provides a moment (due to tensioning of wires) proportional to rotation. Can be applied to current hinge design simply by cutting some of the grooves deeper than others, to increase the moment provided by the hinge. Moment is still proportional to rotation and work is ongoing to find layout to give near linear moment.

Model made for Pro/Mechanica simulation of deployments. Hinge acts as two pin joints separated by a constant distance. Joint angles forced to be equal or gear pair added. Dynamic Modelling

Dynamic Modelling (Cntd)

Applications of New Hinges Deployable solar panels with cold mirrors for QinetiQ (formerly DERA). Deployable Synthetic Aperture Radar for QinetiQ. Deployable Synthetic Aperture Radar for Astrium (formerly Matra Marconi Space). Deployable Radiator for Astrium.