Measurement of Fly Rod Spines Graig Spolek. Modern fly rods Hollow, tubular, and tapered Manufactured of carbon fiber reinforced plastic Formed by layering.

Slides:



Advertisements
Similar presentations
Beam Elements Jake Blanchard Spring 2008.
Advertisements

8.0 SECOND MOMENT OR MOMENT OF INERTIA OF AN AREA
Reinforced Concrete Design-8
Lecture 33 - Design of Two-Way Floor Slab System
T6. DESIGN OF REINFORCED CONCRETE BEAM Reinforced concrete framed building T6. Design of reinforced concrete beam page 1. Alaprajz Floor plan Beam: linear.
8.6 Frictional Forces on Collar Bearings, Pivot Bearings and Disks
2E4: SOLIDS & STRUCTURES Lecture 15 Dr. Bidisha Ghosh Notes: lids & Structures.
Chapter 3 – Stress and Deformation Analysis (ref MCHT 213!!)
ONE-WAY SLAB. ONE-WAY SLAB Introduction A slab is structural element whose thickness is small compared to its own length and width. Slabs are usually.
Problem Solving Two-Dimensional Rotational Dynamics 8.01 W09D3.
Designing for Stiffness
STRUCTURAL MECHANICS: CE203
CHAPTER 7 TRANSVERSE SHEAR.
ENGR 225 Section 1.3 – 1.6.
CM 197 Mechanics of Materials Chap 14: Stresses in Beams
Section VI Shaft Design.
Classical Laminated Plate Theory
1 Seventh Lecture Error Analysis Instrumentation and Product Testing.
ENGR 220 Section 13.1~13.2.
CTC / MTC 222 Strength of Materials
Structural Design. Introduction It is necessary to evaluate the structural reliability of a proposed design to ensure that the product will perform adequately.
Distributed Forces: Moments of Inertia
Chapter 10 Web splice.
Marc Crans Chris Henderson Matthew Leroux Deryl Sedran 1.
MECHANICS OF MATERIALS 7th Edition
Classical Mechanics Review 4: Units 1-19
Introduction to Structural Member Properties
Math – Getting Information from the Graph of a Function 1.
DESIGN FOR TORSION Reinforced Concrete Structures
ME Manufacturing Systems RollingAndExtrusion.
Forced Oscillations and Magnetic Resonance. A Quick Lesson in Rotational Physics: TORQUE is a measure of how much a force acting on an object causes that.
Robert Gleim Oct. 27 th,  Pipe is designed to handle the following load conditions: ◦ A minimum design life of 20 years at MAOP and MAOT ◦ Hydro.
SHEAR IN BEAMS. SHEAR IN BEAMS Introduction Loads applied to beams produce bending moments, shearing forces, as shown, and in some cases torques. Beams.
University of Palestine
Angular Motion, General Notes
Identifying the Problem The lack of preferential anisotropic reinforcement in “mainstream” composites has provided motivation to develop materials with.
Engineering Mechanics: Statics
Copyright © 2010 Pearson Education South Asia Pte Ltd
9 Torsion.
1 Optimization of Reinforcement Methods for Non-round Pressure Vessels By Shawn McMahon A Presentation of a Thesis In Partial Fulfillment of the Requirements.
ENT 153 TUTORIAL 1.
L0 and L1 Structure Deflections During Installation of Silicon Sensors C H Daly 8/24/2003.
SHEET METALWORKING Bending Operations Drawing
Overview of Mechanical Engineering for Non-MEs Part 2: Mechanics of Materials 6 Introduction – Concept of Stress.
AerE 423 Ehrich Rodgers and Nick Williams. Background -Golf shafts provide a way for the golfer to generate force on the golf ball -To do this the golfer’s.
3 Torsion.
Design of Thin-Walled Members
1 Wardenier “Tubular Structures Course” Examples Hollow Section Trusses Design Procedure.
COMBINED LOADING.  Analyze the stress developed in thin-walled pressure vessels  Review the stress analysis developed in previous chapters regarding.
8.0 SECOND MOMENT OR MOMENT OF INERTIA OF AN AREA
Structures PDR 1 Team Boiler Xpress Oneeb Bhutta Matthew Basiletti Ryan Beech Micheal VanMeter October 12, 2000.
1 - 1 Dr.T.VENKATAMUNI, M.Tech, Ph.D PROFESSOR & HOD DEPARTMENT OF MECHANICAL ENGINEERING JEPPIAAR INSTITUTE OF TECHNOLOGY.
Overview of Loads ON and IN Structures / Machines.
Mechanical Systems Unit Review
Samuel Sellner, Mechanical Engineering
Shear in Straight Members Shear Formula Shear Stresses in Beams
Rotational Kinetic Energy
Bending Deformation.
Slender Columns and Two-way Slabs
Introduction to Structural Member Properties
Introduction to Structural Member Properties
Material Properties and Forces
Introduction to Structural Member Properties
ENGINEERING MECHANICS
3 Torsion.
TORSION CO 2 : ABILITY TO ANALYZE TORQUE-LOADED MEMBER EVALUATE THE VALUES AND DISTRIBUTION OF BENDING AND SHEAR STRESSES IN BEAM SECTION By: ROSHAZITA.
Introduction to Structural Member Properties
Mechanics of Materials ENGR Lecture 22 Torsion 1
Introduction to Structural Member Properties
Introduction to Structural Member Properties
Presentation transcript:

Measurement of Fly Rod Spines Graig Spolek

Modern fly rods Hollow, tubular, and tapered Manufactured of carbon fiber reinforced plastic Formed by layering pre-preg (graphite imbedded cloth) around a mandrel

Mandrel Pre-Preg

Finished Rod Exhibits: Variable Diameter Variable Wall Thickness

Increasing Wall Thickness Wall thickness adjusted by varying overlap of pre-preg 3 wraps3 ¼ wraps 3 ½ wraps

Rod Spine Preferential plane of bending Align rod hardware to maintain bending during fish fighting that causes static bend in rod.

Rod Resists Bending in this Direction Rod Freely Bends in this Direction

Increasing Wall Thickness No Spine Increasing Spine Maximum Spine Decreasing Spine No Spine 3 wraps3 ¼ wraps 3 ½ wraps

Push Down Here Hold Tip Rotate Rod Rest Rod Butt on Floor Method for Location of Rod Spine

Static test Yields average spine orientation over whole rod Maximum influence of spine orientation at point of maximum deflection

Measurement of Rod Spines Measures local spine Measures magnitude of spine by comparing maximum and minimum force required for specified deflection Allows location of spine orientation

 F L Axial Rotation Rod

Model of Spine Due to Pre-Preg Overlap Develop model of material distribution Calculate Moment of Inertia (I) due to distribution of material Accommodate different orientation

Model Inputs Measured from actual production rods Outside diameter - D O Wall Thickness - t Angle of Layer Overlap - θ

DoDo θ t Outside diameter - D O Wall Thickness - t Angle of Layer Overlap - θ

Comparison of rod section to model

yiyi dA i

yiyi

MODEL RESULTS  F L

C, δ, E, L = constant

COMPARISON: MODEL & EXPERIMENT Experiment measures: Model predicts:

RESULTS 1234 PointRod 123Rod 114Rod 117Rod 118Rod 122 ExptModelOverlapExptModelOverlapExptModelOverlapExptModelOverlapExptModelOverlap Missing Missing

QUESTION: Do these agree? Can the differences be attributed to measurement uncertainty or is the model incorrect?

Uncertainty in Moment of Inertia

Estimate for Partial Derivative

For small individual uncertainties

So the uncertainty in I can be estimated by the root mean square of the finite perturbations in I, ΔI, due to the measurement uncertainties

DoDo θ t Outside diameter - D O = 0.350” ± 0.003” Wall Thickness - t = 0.028” ± 0.004” Angle of Layer Overlap - θ = 90º ± 5º

Estimate of ΔI max DODO t (n=4)θI max (*10 -5 )ΔI 0.350”0.028”90º ”0.028”90º ”0.028”85º ”0.032”90º185564

Estimate of ΔI min DODO t (n=4)θI min (*10 -5 )ΔI 0.350”0.028”90º ”0.028”90º ”0.028”85º ”0.032”90º167552

The final result is the ratio of the inertia values

Substituting values

Final value for ω Ratio

Comparison of Model and Experiment Model Uncertainty:± 6.26% Experimental Uncertainty: ± 5%

END