Clic Vertex Thermal Setup and stave studies

Slides:



Advertisements
Similar presentations
Structural scales and types of analysis in composite materials
Advertisements

Mechanics of Composite Materials
Design of Structural Elements
Elastic Properties of K13D2U/Epoxy Prepreg
High Temperature Composites Rutgers University Federal Aviation Administration Advanced Materials Flammability Atlantic City, NJ October 24, 2001.
Designing for Stiffness
UNIVERSITY OF THE BASQUE COUNTRY
A Novel Full-scale Validation of Thermal Degradation of Polymer Foam Cored Sandwich Structures R.K. Fruehmann, J.M. Dulieu-Barton, O.T. Thomsen
Tests of Hardened Concrete. Stress Balance for equilibrium  loads = external forces  internal forces = stress Axial tension.
Bolted joint failure modes
Stave Mechanical Studies
VG1 i T i March 9, 2006 W. O. Miller ATLAS Silicon Tracker Upgrade Recent Study Topics Full length model with wafers, hybrids and cable as dead weight.
PROBLEM mm x y 800 mm P = 1500 N z y 50 mm 100 mm
Code Comparison between
IBL Mock Up IBL Mock Up MANUFACTURING 2011/04/29 François-Xavier NUIRY Maxence CURDY Andrea CATINACCIO CERN PH/DT/PO 1.
Sandwich Construction Thin composite skins bonded to thicker, lightweight core. Large increase in second moment of area without weight penalty. Core needs.
Chapter 6 Plate girder.
Mechanical properties of insulators for Accelerator Magnets WAMSDO 14/11/2011 George Ellwood 1.
Friedrich Lackner (TS-SU) CLIC08 Workshop. CLIC Main Beam Quadrupole Magnet The Alignment Concept Expected Properties of a the Support Structure Foreseen.
Session 15 – 16 SHEET PILE STRUCTURES
1 NEESR Project Meeting 22/02/2008 Modeling of Bridge Piers with Shear-Flexural Interaction and Bridge System Response Prof. Jian Zhang Shi-Yu Xu Prof.
Problem Statement A drive shaft for a Chevy Pickup truck is made of steel. Check whether replacing it with a drive shaft made of composite materials will.
Problem Statement An automobile drive shaft is made of steel. Check whether replacing it with a drive shaft made of composite materials will save weight?
Preliminary Calculation of the Tracking Detector Barrels and the Support Tube Szymon Sroka CLICdp Tracker Technology Meeting Szymon Krzysztof Sroka 30/07/2015.
Machine Design I (MCE-C 203) Mechatronics Dept., Faculty of Engineering, Fayoum University Dr. Ahmed Salah Abou Taleb Lecturer, Mechanical Engineering.
Clic Vertex Thermal Setup and stave studies 21/10/2013 Francois-Xavier NUIRY Andrea Catinaccio Fernando Duarte Ramos 1 CERN PH/DT/EO.
Clic Vertex Thermal set up 07/08/2013 Maxence CURDY François-Xavier NUIRY 1 CERN PH/DT/EO.
Clic Vertex Studies 01/21/2014 François-Xavier Nuiry Wolfgang Klempt Fernando Duarte Ramos Miguel Angel Villarejo 1.
Overview of Loads ON and IN Structures / Machines.
Mechanics of Bone BME 615.
Stave studies 6/15/2013 François-Xavier Nuiry Wolfgang Klempt Fernando Duarte Ramos Miguel Angel Villarejo 1.
Pendahuluan Material Komposit
Micro Vertex Detector of PANDA Status of Strip BARREL and DISC
REPAIR OF TIMBER BEAMS USING CFRP SHEETS
Date of download: 10/11/2017 Copyright © ASME. All rights reserved.
Sample Problem 4.2 SOLUTION:
HCAL preliminary analysis and results
BODY STRUCTURAL ELEMENT
Experimental and numerical studies on
First results with new stave support prototypes
Shear in Straight Members Shear Formula Shear Stresses in Beams
High Order correctors coil manufacturing
Pure Bending.
WP9 ITS Mechanics and Cooling
Cedric Garion, TE-VSC-DLM, WP12
detector development readout electronics interconnects bump bonding
Horizontal Shear Stress in Beam
design and optimization of a composite drive shaft for an automobile
Installation plan for LAB modules
WG4 – Progress report R. Santoro and A. Tauro.
Clic Vertex Thermal set up
MECHCOMP3 - International Conference on Mechanics of Composites 4-7 July 2017 – University of Bologna, Italy Cellular thermoplastic manufactured using.
Introduction to Structural Member Properties
FOR 5TH SEMESTER DIPLOMA IN CIVIL ENGINEERING
CLASSIC LAMINATION THEORY Zdeněk Padovec
Objective 1 Objective 2 Objective 3 Conclusion Objectives
Introduction to Structural Member Properties
Ch. 2: Fundamental of Structure
1/10 prototype support tube
Design of Reinforced Concrete
Sample Problem 4.2 SOLUTION:
Chapter 11 Designing Hybrid Materials
Centroid 1st Moment of area 2nd Moment of area Section Modulus
Introduction to Structural Member Properties
CLASSIC LAMINATION THEORY Zdeněk Padovec
EAT 415 :ADVANCED STEEL BUILDING DESIGN PLATE GIRDER
CF testing pipe & testing plan
Introduction to Structural Member Properties
Introduction to Structural Member Properties
Presentation transcript:

Clic Vertex Thermal Setup and stave studies 23/09/2013 Francois-Xavier NUIRY Andrea Catinaccio CERN PH/DT/EO

Overview Thermo-mechanical setup progress. Stave prototype: measure of the bending stiffness.

Set up status 1st version: 2nd version: Improvements to get the upper face stiffer. picture

vibration sensors (Capacitive sensors) Set up read out status The DAQ system will be made of:   Sensors: Active systems: -Fan (0-10V input) -Heaters (2 times 50mW/cm2) DAQ system: 1 NI Compact DAQ 9188 (8 slots) 1 NI 9208, 24-bit current input module 2 NI 9219, Universal module, 4 channels, 24 bit, +/-24V Software : Acquisition with labview. Stave sensors Sensors Number Range of use Accuracy Anemometers Schmidt SS20.400 4 0 / +20m/s +/-1% Temperature sensors PT100 or NTCs 10 0 / + 50°C +/-0.1°C vibration sensors (Capacitive sensors) ~1 TBD

Stave support status  1st prototypes printed in 3D (ABS Plus) - Low quality - Can be used as preliminary tests Next prototypes could be printed with the new 3D printer of the polymer lab? -Platform size: 250x250x250 mm; - X and Y plane limited by laser beam diameter (~0.075 –0.300 mm); - Z axis limited by layer thickness - Fast 0.15 mm (25) - Exact 0.1 mm (25,48HTR,BS) - HR 0.05 mm (25,48HTR) (Due to overcuring it should be minimum 3x the layer thickness) picture

Stave Measure and calculation of the bending stiffness 3 4 5 6 7 8 9 Weight for 280mm  3.5g 3.08g 2.77g 1.51g 1.73g 2*0° M55J (0.140mm each) Rohacell as core 1.82mm thick 2*0° M55J (0.140mm each) Rohacell as core ~1.84mm thick 2*0° M55J (3 and 4mm width) (0.140mm each) Rohacell as core ~1.84mm thick

Stave Measure and calculation of the bending stiffness Test performed: 3 points bending test Standard used: ASTM D790-02 Configuration: Loading nose and supports radius: 5mm Support span : 57.6, 108, 140, 160, and 180mm Loading nose speed: 3.07, 10.8, 18.15, 23.7, 30mm/min Test stopped when 2.5N are reached

Stave Measure and calculation of the bending stiffness FEM simulations: (Total thickness = 1.8mm) Cantilever model Stave 4 Stave 6 Stave 7 Stave 8 Stave 9 FEM Bending stiffness [*10^5 N.mm^2]   15.8 5.64 5.98 3.74 4.97 Torsional stiffness [*10^4 N.mm^2] 5.83 7.45 7.73 5.05 Measures 3 Points tests Support span =180mm 8.44 4.05 3.6 2.71 2.37 The bending stiffness measured is lower than the calculated one. A 3 points bending test simulation was done

Stave Measure and calculation of the bending stiffness FEM simulations: (Total thickness = 1.8mm) 3 points bending test Stave 4 FEM Support Span [mm]   110 140 160 180 Flexural stiffness [N/mm] 26.15 16.15 12.1 9.15 Bending stiffness [*10^5 N.mm^2] 7.25 9.23 10.3 11.1 Measures 3 Points tests 20 11.4 8.7 6.95 5.55 6.52 7.42 8.44 The bending stiffness measured is lower than the calculated one. A transversal deformation may be more important than expected in a 3 points bending tests? Problems at the CF / foam joint?

Stave Measure and calculation of the flexural stiffness FEM simulations: (Total thickness = 1.8mm) 3 points bending test

Stave Measure and calculation of the bending stiffness FEM simulations: (Total thickness = 1.8mm) 3 points bending test E*I=F*L^3/(48*f)

Stave comments from the ASTM D790-02 Observation from the flexural test: The bending stiffness is decreasing with the support spacing. ASTM.- D 790 paragraph 7.5: Highly orthotropic laminate The span to depth ratio should be chosen such that failure failure occurs in the outer fibers of the specimens and is due only to the bending moment. A span to depth ratio larger than 16:1 may be necessary. For some highly anisotropic composites, shear deformation can significantly influence modulus measurements, even at a span to depth ratio as high as 40:1. Hence, for this material, an increase of the span to depth ratio to 60:1 is recommended to eliminate shear effects when modulus data are required, it should also be noted that the flexural modulus of highly anisotropic laminates is a strong function of ply stacking sequence [...]. From ASTM D790 Note 16: Shear deflexions can seriously reduce the apparent modulus of highly anisotropic composites when they are tested at low span to depth ratios. For this reason a span to depth ratio of 60 to 1 is recommended for flexural modulus determination on these composites. [...]. Since the flexural modulus of highly anisotropic laminates is a critical function of ply stacking sequence, it will not necessarily correlate with tensile modulus, which is not stacking-sequence dependent.

Summary Set up: Next steps: Installing the system in a new laboratory (Waiting for Wolfgang and Mar) Installing the read out system (hardware + software) to start first measurements Staves: Next steps: Going on calculation / measurement comparisons: -Stave torsional measurements? Elaboration of a first design in view of the manufacturing of new prototypes (CERN and outside?) Printing of new stave supports

ABS plus material (3D printer PH/DT)