Mechanical Tests on Structure Mechanical Tests are being started using real extrusions. Purpose of the tests are to evaluate the accuracy and validity.

Slides:



Advertisements
Similar presentations
1 Challenge the future Subtitless On Lightweight Design of Submarine Pressure Hulls.
Advertisements

Modulus of Elasticity and Poisson Ratio of Concrete
NOVA Extrusion Test Results ─ Prototype Test Device.
Summary of Twisted Racetrack / Clamp Analysis K. D. Freudenberg.
Masonry Design. 2 MASONRY WALLS CONSTRUCTION TYPE Single Wythe Cavity Prefabricated Barrier Masonry Veneer Masonry Bonded Hollow Wall.
The Effect of T-Stiffener Web and Flange Tilt on Frame Stress Evaluated using Finite Element Analysis by Dean Pasquerella MASTER OF ENGINEERING Major Subject:
Science Fair Project Earthquake Simulation Physics Tyler Soto.
Modeling Embankment Induced Lateral Loads on Deep Foundations
MICE Collaboration Meeting at Frascati, Jun 26~29, 2005 Iron Shield Mounting Design Stephanie Yang.
Experimental Study on the Damage Evolution of Re-bar Concrete Interface Lu Xinzheng SCE, THU CSE, NTU 1999/2000.
Gordon F. Hayhoe FAA AAR-410
Lab 6: Torsion test (AISI 1018 Steel, cold drawn )
Principle and Maximum Shearing Stresses ( )
THE WASHINGTON MONUMENT (1884) The purpose of this study is to show how this structure supports its own weight and wind load, by calculating its efficiency.
Bridge Report By Jenny. Gina. Eunji. Matt Team 5.
4.5 REINFORCED EARTH (terre armee) FILLS CAN BE FORMED PLACING "REINFORCEMENTS" IN THEM AND COMPACTING (GLASS FIBRE REINFORCED, PLASTIC FIBRE, TRYLENE.
PVC Extrusion Quality Control WBS 2.4.2,2.4.3 June 5, 2007 Chuck Grozis.
Direct Shear Test CEP 701 PG Lab.
Jerid Sutton Daniel Smith.  To prove an already employed analysis tool, improve it, or create new analysis tools for joints and fasteners. In doing this.
Unit 26. Sizes 7-5/8” high 15-5/8” long Common depths – 8”, 10”,12” 3/8” mortar joints Walls usually stand 7’-4”
Adhesive bonding.
© 2006 Baylor University EGR 1301 Slide 1 Lab 8 Predicting Strength of Trusses Approximate Running Time – 20 minutes Distance Learning / Online Instructional.
Carbon-Epoxy Composite Base Plates for the PHOBOS Spectrometer Arms J.Michalowski, M.Stodulski The H.Niewodniczanski Institute of Nuclear Physics, Krakow.
Grouts and Grout tests for NOVA The NOVA extrusions, when filled, will exert an average pressure of 19 psi (2736 psf) on the floor. The pressure is not.
NCSX Modular Coil Composite Conductor Torsion Measurement of the Conductor Shear Modulus at Both Room and Liquid Nitrogen Temperatures 15 Dec 2004.
API 6HP Process1 API 6HP Example Analysis Project API E&P Standards Conference Applications of Standards Research, 24 June 2008.
Msc. eng. Magdalena German Faculty of Civil Engineering Cracow University of Technology Budapest, Simulation of damage due to corrosion in RC.
Grouts and Grout tests for NOVA The NOVA extrusions, when filled, will exert an average pressure of 19 psi (2736 psf) on the floor. The pressure is not.
The ratio of stress and strain, called modulus of elasticity. Mechanical Properties of Solids Modulus of Elasticity.
LASER and TIG welding ANSYS FE model for thermal and mechanical simulation (A. Capriccioli)
Sarah Phan-Budd, TIPP Construction of PVC Extrusions for NO A Near and Far Detectors Sarah Phan-Budd Argonne National Lab On Behalf of the NO A.
Session 15 – 16 SHEET PILE STRUCTURES
Linear Buckling Analysis
Sag of ZTF components Callahan 9/4/2014. Corrector Trim Plate analysis.
Abe Seiden December 2003 SCT Week S USA SCT Barrel Module Assembly SCT Week CERN December 2003 Presented by Abe Seiden U.C. Santa Cruz.
BTeV Pixel Substrate C. M. Lei November Design Spec. Exposed to >10 Mrad Radiation Exposed to Operational Temp about –15C Under Ultra-high Vacuum,
 There isn’t a single scientific method, but there is a style of investigation that can be called scientific methodology.  There are 5 main parts that.
THE VACUUM BOX FOR COMPASS CRYOSTAT MUNICH 23/10/2007 G. GIRAUDO I.N.F.N. TORINO 1.MECHANICS – OVERWIEV 2.WINDOWS 3.INTEGRATION WITH HODOSCOPE.
Res A Performed By Gemini Solutions, Inc. May 2001.
Frame with Cutout Random Load Fatigue. Background and Motivation A thin frame with a cutout has been identified as the critical component in a structure.
MAE Advanced Computer Aided Design Your Name Title Place, Date.
Mechanical Designs of The Central Detector Jinyu Fu
Hybrid panel heated plate study Currently the curing of the ASIC glue for the hybrid panels are done at room temperature. This is a study to determine.
Mechanical Properties of Materials
Mechanics of Materials – MAE 243 (Section 002) Spring 2008 Dr. Konstantinos A. Sierros.
Infra-red Technique for Damage Tolerant Sandwich Structures W.Wang 1 J.M.Dulieu-Barton 1, R.K.Fruehmann 1 and C.Berggreen 2 1 Faculty.
THE STRESS ANALYSIS OF A BUFFER AIR HEAT EXCHANGER YONGSHENG GE a, IGOR DOKLESTIC b & STEVE HUGHES a a Serck Aviation, Oscar House, Wharfdale Road, Tyseley,
Stress/Strain Measurement
Thin ladder development 28/3/2006. Targets Aiming for 0.1 % X 0 Uniformity over full ladder Compatibility with wire and bump bonding Provision for optical.
Progress Report on GEANT Study of Containerized Detectors R. Ray 7/11/03 What’s New Since Last Time?  More detailed container description in GEANT o Slightly.
LUKHDHIRJI ENGINEERING COLLEGE MORBI SUBJECT :- “BOX SHEAR TEST” 1.Mepani Kiran ( ) 2.Pavasiya Jaydeep ( ) 3.Pindoriya Jenti( )
Epoxy for Microboone Cradle Attachment The Microboone detector tank will be supported by two cradles, made from dense poly-urethane (PU) foam. The cradles.
Soft Case Binding Materials: Book block, 4” wide Book-cloth, double-folded heavy weight paper for front and back cover. Paula Beardell Krieg.
6.1b Adding And subtracting polynomials
Direct Shear Test.
Marc Anduze – EUDET Meeting – PARIS 08/10/07 Mechanical R&D for EUDET module.
Baseline Design for Braidwood
Status and Progress of NSW HUB and Extension
HCAL preliminary analysis and results
Shear in Straight Members Shear Formula Shear Stresses in Beams
CT Reinforced Earth Structures
Stick Together & Civil Structures
Stresses, Strains and Deflections of Steel Beams in Pure Bending
STRAIN GAGE CHARACTERISTICS
326MAE (Stress and Dynamic Analysis) 340MAE (Extended Stress and Dynamic Analysis)
Modeling Layered Composites the Simple Way
ANSYS FE model for thermal and mechanical simulation
Bridge Report Team Total Domination. Bridge Report Team Total Domination.
FEA.
DESIGN OF EXPERIMENTS by R. C. Baker
Presentation transcript:

Mechanical Tests on Structure Mechanical Tests are being started using real extrusions. Purpose of the tests are to evaluate the accuracy and validity of FEA model and assumptions. See DocDB 704 for test descriptions See DocDB 1120 and 1194 for results of current testing.

Results of 3 Extrusion Test DocDb 1194 Two extrusions had endseals attached to simulate vertical extrusions. These “vertical” extrusions were then used to sandwich a third extrusion that did not have endseals and was used to simulate a horizontal extrusion. Extrusion bonding was done using 3M 2216 with the surfaces of the extrusions roughened. Extrusions were attached to the extrusions to measure strain/stress. Pressure was increased from 19psi, 40psi, 60psi, 80psi. Main purpose of this test was to evaluate the strength of the 3M bond

3 Extrusion Test

3 Extrusion Test - Results The extrusions were pressurized to 19psi and strain gage data recorded. As pressure was increased to 40 psi, after 35psi a series of “popping” noises were heard. There were assumed to be bonds breaking. At 40psi the strain gage data was recorded and the extrusions inspected. Pressure was increased to 60 and then 80psi. “Popping” noises were heard each time as the pressure increased. The pressure was held for 1.5hours at 19, 40, 60psi. Once the pressure was stable no additional popping noises were heard. Endseal began leaking at 80psi before strain gage data could be recorded.

3 Extrusion Test - Results 12” long feeler gages were used to evaluate the number of glue bonds broken. Only the first few perimeter bonds appear to have failed. See DocDb 1194 for details. Stresses were calculated from stains and compared reasonable well with FEA model within the accuracy of extrusion wall thickness and assumed modulus. See DocDb 1194 for details. FEA model of adhesive peel/shear stresses done. FEA predicts at 35-40psi that peel stress along the perimeter will reach the experimental limit. This corresponds with point where the “popping” noises began to be heard.

3 Extrusion Test - Results

Conclusions – Further Mechanical Tests The FEA model was able to predict the pressure at which bond failure by peel would begin. Strains/stresses match reasonably well with model. 11 layer 1extrusion x 1 extrusion test will be performed next week. Will be testing adhesive bond, PVC stresses, and progressive swelling. Dave P. performing tests on progressive swelling. 8 Layer IPND block will be constructed and tested in the next few weeks. This block will have weights added to the top as well as being pressurized to simulate the stresses in the adhesive of the full height block. Extrusions from the latest extrusion run will be used for additional tests that will be developed based on what we learn from upcoming tests. Eventually will do a full-height prototype.