Technology From An Innovator s Prospective. Larry Cercone, Ph.D. Director of Innovation, Oil, Gas and Industrial

Size: px
Start display at page:

Download "Technology From An Innovator s Prospective. Larry Cercone, Ph.D. Director of Innovation, Oil, Gas and Industrial"

Transcription

1 Technology From An Innovator s Prospective Larry Cercone, Ph.D. Director of Innovation, Oil, Gas and Industrial

2 Overview What is Innovation Innovation can be defined simply as a "new idea, device or method. However, innovation is often viewed as the application of better solutions that meet new requirements, unarticulated needs, or existing market needs. What is an Innovator This is somewhat more difficult to define. An innovator can be anyone, but more than likely, in our industry, is someone with knowledge of and experience. True innovators get their hands dirty. An innovator has many voices in their head, chemist, mathematician, physicist, chemical engineer, mechanical engineer, testing technician, electrical controls technician, machinist, marketing, management..and the list goes on. An innovator s job is NEVER 8 to 5. An innovator is always working on projects in their mind, and sometime at very strange hours or social situations. An innovator knows failure (hit rate).

3 Overview Innovators who have influenced me Karl Stienmetz - Westinghouse Nicola Tesla - Westinghouse Fred Policelli - Hercules (ATK) Enrico Fermi - University of Chicago Where do innovative ideas come from Sales Group (The Business) Customers Vendors Trade Shows Observations Dreams What drivers control implementation of an innovation The wants, is this something we really want? The need, is the really needed? The cost. IP

4 BRAKETHROUGH INOVATIONS Management We want. Innovator You want WHAT WHEN? Management How much is to going to cost? How long is it going to take? Innovator I don t know. I don t know. Breakthrough Innovations take time.

5 BRAKETHROUGH INOVATIONS Thank you Far Side

6 BRAKETHROUGH INOVATIONS 90% of the solution to any problem is CLEARLY defining the knowns and unknowns. Is the solution to the problem a brut force or an elegant solution. Deal with the knowns first. Think about the unknowns (Hopefully a Miracle Occurs). Define the innovation needs Is this materials only or materials and installation methodology. Team members needed (a brief word). Time line From pencil on paper to product on a pipe. Develop initial cost estimates, knowing those will change. Be prepared to change directions. (Going down the rabbit hole) Be prepared for failure.

7 A Real Innovative Project THE PROBLEM AS PRESENTED Develop a product and installation method to repair in-service polyethylene gas pipe lines using composite materials. Can we do it? The short answer is yes, we got to the moon, how much time and money do I get? Do you want this to be a brute force or elegant solution?

8 The Knowns and Unknowns DEFINE THE SUBSTRAIT Natural gas is transmitted and distributed in medium density polyethylene pipe (MDPE). Through the years improvements have been made in the polymer structure until we now use the familiar (MDPE 2406 GAS YELLOW) MDPE pipe. First Generation PE Pipe Current PE Pipe

9 Physical and Mechanical Properties of MDPE 2406 GAS YELLOW PIPE Physical Properties Test Method Values (3) English (SI) Resin Properties MDPE 2406 GAS YELLOW Melt Index (I C/2.16 kg, g/10 min Flow Rate (I C/21.60 kg, g/10 min ASTM D 1238 >0.15 ASTM D Density (natural resin), g/cc ASTM D Thermal Stability, F ( C) ASTM D 3350 > 428 (> 220) Mechanical Properties (4) Tensile Strength at Yield, psi (MPa) ASTM D 638 > 2600 (> 18) Elongation at Break, % ASTM D 638 > 600 Flexural Modulus, psi (MPa) ASTM D 790, method Secant 2% strain, 0.5 > 90,000 (> 620) 1, procedure B in/min ASTM D 746, Brittleness Temperature, F ( C) < -103 (<-76) procedure A Slow Crack Growth PENT, hours ASTM F 1473 > 10,000 Pipe Properties (2) Hydrostatic 73 F ASTM D ,250 (8.6) (23 C), psi (MPa) Hydrostatic ASTM D ,000 (6.9) 140 F (60 C), psi (MPa) Fusion Qualification: Qualified to TR-33 Generic Procedure * PE 2708 is also called PE 2406 under certain ASTM and AGA specifications

10 What Will Bond to Polyethylene Literature search (yes, some of us go to libraries and search). Internet search. Procure samples of likely candidates. Test those samples. Results, negative, negative, negative.. Look for other alternatives. THEN A MIRACLE OCCURS

11 THE BONDING OR TIE LAYER After investigating possible candidates that could promote bonding to PE pipe, we made a discovery from the electronics industry, that had the possibility of bonding two dissimilar surfaces. Since, in this case, it is not a chemical bonding solution, we first had to determine how to heat-fuse the tie layer to the PE pipe.

12 THE BRUTE FORCE METHOD The first trials were made using a hand held heat gun to fuse the tie layer to the MDPE pipe. The tie layer is thick very difficult to handle. Applying an even heat around the pipe circumference was problematic at best. Level of frustration at this point.high!

13 Will It Actually Work The Brute Force Test 4 Butt Joint Non Fused Tie Layer/Reinforcement

14 THE BRUTE FORCE TEST Moral to the story is, you really don t need to spend a lot of money to see if something might actually work.

15 ACTUAL TESTING STEP (real testing)

16 PATH FORWAD RFP Working closely with The Gas Technology Institute (GTI) in Chicago we responded to a request for proposal submitted to GTI by OTD (Operations Technology Development Company) to develop a method to repair gouges on existing MDPE gas pipe lines. Responding to this particular RFP was our goal, but we could not respond until we had potential for success. The proposal was accepted and a testing program was defined. Since the majority of the PE pipes that need to be repaired are 2 in diameter, it was decided that all development and testing would be concentrated on that size.

17 THE CRITICAL STEPS Installation Methodology In our Brute Force phase we knew we would need to develop a device to install the product with repeatable results, was easy to transport and easy to use. Testing and Validation Working with GTI, we developed a test matrix that, in accordance with the gas industry s requirements, would determine initial strength, durability and longevity of the repair system.

18 INSTALLATION METHODOLOGY (The elegant solution) First, we investigated the equipment currently used in the industry to repair PE pipe. Next, we investigated commercially available heating methods. Keeping the installation a primary focus, we designed and built the prototype machine based on our investigation. Using the prototype device, we began the testing phase.

19 THE PROTOTYPE UNIT

20 THE PROTOTYPE UNIT OSSILATOR HEATER CLAMP NOZZLE

21 THE TEST MATRIX SAMPLE NO. DATE SAND (80 GRIT) CLEAN FILL TIME TEMP SANDING CLEAN ADHESIVE A+ WRAP DEFECT (MIN) SETTING /2/2015 X X X X X X 4 10 X /2/2015 X X X X X X 4 10 X /2/2015 X X X X X X 6 9 X /2/2015 X X X X X X 6 9 X /2/2015 X X X X X X 6 9 X /2/2015 X X X X X X 6 9 X /2/2015 X X X X X X 6 9 X /3/2015 X X X X X X 6 9 X /3/2015 X X X X X X 6 9 X /3/2015 X X X X X X 6 9 X /3/2015 X X X X X X 6 9 X /3/2015 X X X X X X 6 9 X /3/2015 X X X X X X 6 9 X /3/2015 X X X X X X 6 9 X /6/2015 X X X X X X 6 9 X /6/2015 X X X X X X 6 9 X /6/2015 X X X X X X 6 9 X /6/2015 X X X X X X 6 9 X /6/2015 X X X X X X 6 9 X /6/2015 X X X X X X 6 9 X /6/2015 X X X X X X 6 9 X /6/2015 X X X X X X 6 9 X /6/2015 X X X X X X 6 9 X CW-1 4/27/2015 X X X X X X 6 9 X CW-2 4/27/2015 X X X X X X 6 9 X CW-4 4/27/2015 X X X X X X 6 9 X TENSILE SAMPLES (BUTT JOINT) WITH ADHESIVE AND A+ 3 4/22/2015 X X N/A N/A X X 6 9 X 4 4/22/2015 X X N/A N/A X X 6 9 X 6 4/22/2015 X X N/A N/A X X 6 9 X 8 4/23/2015 X X N/A N/A X X 6 9 X 9 4/23/2015 X X N/A N/A X X 6 9 X 13 4/23/2015 X X N/A N/A X X 6 9 X 14 4/24/2015 X X N/A N/A X X 6 9 X 16 4/24/2015 X X N/A N/A X X 6 9 X TENSILE SAMPLES (BUTT JOINT) WITH NO ADHESIVE AND A+ BASELINE 1 4/27/2015 X X N/A N/A N/A N/A N/A N/A X 2 4/27/2015 X X N/A N/A N/A N/A N/A N/A X 7 4/27/2015 X X N/A N/A N/A N/A N/A N/A X 11 4/27/2015 X X N/A N/A N/A N/A N/A N/A X 12 4/27/2015 X X N/A N/A N/A N/A N/A N/A X 17 4/27/2015 X X N/A N/A N/A N/A N/A N/A X

22 Pressure Cycling Sample Preparation

23 Pressure Cycling Sample Preparation

24 TEST CHAMBER

25 TEST RESULTS (Bond Strength) PolyBrute Tensile Peak Load (lb) Butt Joint Made with Adhesive (PolyBrute System) 4151 Butt Joint Made without Adhesive (PolyBurte, No Adhesive) 1268 Peak Load (lb) Butt-fused Pipe (Using Current Butt Fusion Technology) 3302 Control Pipe ( PE Pipe only)

26 Test Method Rate Process Method (RPM) To validate the long-term performance of the repaired pipe samples an RPM test program was devised and carried out. RPM is a technique for forecasting the longterm performance of polyethylene (PE) piping materials. The method requires hydrostatic pressure testing of pipe specimens at various pressures and temperatures. The hydrostatic pressure testing was carried in general accordance with PPI TN-16(2008) Rate Process Method for Projecting Performance of Polyethylene Piping Components using the hydrostatic pressure test method described in ASTM D1598. The pipe specimens were capped with free-end type end closures, filled with deionized water, conditioned and tested in a water bath at various pressures (hoop stress levels). The failure data obtained at all temperatures are used to predict the performance of a pipe material at end-use temperature and pressure conditions.

27 Results RPM Data at 140 F (Actual & Shifted Data Points)

28 Results RPM Data at 176 F (Actual & Shifted Data Points)

29 Results RPM Data at 194 F (Actual & Shifted Data Points)

30 Results Combined RPM Actual and Shifted Data Points

31 After four and one half years of development and testing, MILLIKEN INFRASTRUCTURE is proud to announce PolyBrute PolyBrute is a new system developed by Milliken Infrastructure to repair gouges in MDPE gas pipe lines. The patented materials, process and equipment will add another tool to the gas distribution industry that will allow the repair of gas pipelines while in service without the need of traditional squeeze off and butt fusion.

32 WHERE DO WE GO FROM HERE OTE Phase II test program. Design and build Version 2 of the PolyBrute fusion machine. Testing for active leak repair (permeation validation). Testing of older PE pipe currently in service. Testing squeeze off damage areas in existing pipes. Larger diameter pipe methodology. Extension of technology to HDPE pipe systems.

33 THE REWARDS FOR AN INOVATOR Seeing Your Innovation Commercialized.

34 ACKNOWLEDGEMENT Genevieve Withers, Pipe Wrap, for perusing the opportunity with OTD and GTI and believing in her development team. Jim Souza, Milliken Infrastructure, for his input in developing the technology. Dan Bomar Sr., Milliken Infrastructure, for his insight in the development of the fusion machinery and field application techniques (and the use of his truck for brute force testing). OTD for accepting our proposal for the repair of MDPE Pipes. GTI for their guidance during the testing program.

35 SUMMARY Our industry, the rehabilitation of the nations infrastructure, has an infinite number of innovations that are needed. The permutations and combinations of materials running through the world s piping systems is almost infinite. There is more work to be done by all of us.

36 Questions?

R=1/u. May 27, POE FINAL REVIEW.notebook

R=1/u. May 27, POE FINAL REVIEW.notebook POE PART B THURSDAY 6/12 FINAL REVIEW 1. Design Process A problem solving strategy used to develop a solution A) Design Brief written information which contains problem statement, spec s, and constraints.

More information

ISO INTERNATIONAL STANDARD

ISO INTERNATIONAL STANDARD INTERNATIONAL STANDARD ISO 21307 Second edition 2011-05-15 Plastics pipes and fittings Butt fusion jointing procedures for polyethylene (PE) pipes and fittings used in the construction of gas and water

More information

Malaysian Journal of Civil Engineering 28 Special Issue (2): (2016)

Malaysian Journal of Civil Engineering 28 Special Issue (2): (2016) Malaysian Journal of Civil Engineering 28 Special Issue (2):102-111(2016) NRICON 2016 COMPRESSIVE, FLEXURAL AND TENSILE PROPERTIES OF GRAPHENE MODIFIED GROUTS FOR PIPELINE REHABILITATION Umi Soleha Salim

More information

A Thesis Proposal. Agrawal, Ravi. Submitted to the Office of Graduate Studies of Texas A&M University

A Thesis Proposal. Agrawal, Ravi. Submitted to the Office of Graduate Studies of Texas A&M University Using Finite Element Structural Analysis of Retroreflective Raised Pavement Markers (RRPMs) to Recommend Testing Procedures for Simulating Field Performance of RRPMs A Thesis Proposal By Agrawal, Ravi

More information

The Comprehensive Report

The Comprehensive Report High-Throughput Screening 2002: New Strategies and Technologies The Comprehensive Report Presented by HighTech Business Decisions 346 Rheem Blvd., Suite 208, Moraga, CA 94556 Tel: (925) 631-0920 Fax: (925)

More information

Long term ageing of polypropylene foam. The results of testing performed after 18 years of exposure in a subsea environment

Long term ageing of polypropylene foam. The results of testing performed after 18 years of exposure in a subsea environment Long term ageing of polypropylene foam. The results of testing performed after 18 years of exposure in a subsea environment A. Jackson, E. Simonsen Bredero Shaw AS T. Stark R. Nixon Borealis Group AG B.

More information

Overview of Engineering Analysis

Overview of Engineering Analysis San Jose State University Department of Mechanical Engineering ME 130 Applied Engineering Analysis Instructor: Tai-Ran Hsu, Ph.D. Chapter 1 Overview of Engineering Analysis 2013 edition Chapter Objectives:

More information

CTC 460 kcmil ACCC Conductor Stress Strain Tests

CTC 460 kcmil ACCC Conductor Stress Strain Tests CTC 46 kcmil ACCC Conductor Stress Strain Tests NEETRAC Project Number: 8-45 March, 28 Requested by: Doug Pilling CTC Principal Investigator: Paul Springer, PE Reviewed by: Graham Price CTC 46 kcmil Conductor

More information

Impact and Fracture Mechanics Assessment of a Fused Silica Window

Impact and Fracture Mechanics Assessment of a Fused Silica Window Arnold AFB Wind Tunnel Impact and Fracture Mechanics Analysis Rev-0 1 of 41 Impact and Fracture Mechanics Assessment of a Fused Silica Window Objective: Determine the survival probability of a fused silica

More information

How To Juggle. Chemistry, Computers, and Business Interests: Perspectives on the Career Transition from Information Buyer to Information Supplier

How To Juggle. Chemistry, Computers, and Business Interests: Perspectives on the Career Transition from Information Buyer to Information Supplier How To Juggle Chemistry, Computers, and Business Interests: Perspectives on the Career Transition from Information Buyer to Information Supplier Gregory M. Banik, Ph.D. American Chemical Society Meeting

More information

FAULT CROSSING DESIGN OF 66 INCH PIPELINE SAN FRANCISCO HETCH HETCHY WATER SYSTEM. Arne Nervik, P.E. (California) Black & Veatch Corporation

FAULT CROSSING DESIGN OF 66 INCH PIPELINE SAN FRANCISCO HETCH HETCHY WATER SYSTEM. Arne Nervik, P.E. (California) Black & Veatch Corporation FAULT CROSSING DESIGN OF 66 INCH PIPELINE SAN FRANCISCO HETCH HETCHY WATER SYSTEM Arne Nervik, P.E. (California) Black & Veatch Corporation AGENDA SFPUC Water System Seismic Hazards Pipeline Response to

More information

Words to avoid in proposals

Words to avoid in proposals Crutch words used when writers don t understand what to say We understand Leverage our experience Thank you for the opportunity We look forward to state-of-the-art the right choice Never use the word understand

More information

Design technology Higher level Paper 1

Design technology Higher level Paper 1 Design technology Higher level Paper 1 Friday 13 November 2015 (afternoon) 1 hour Instructions to candidates Do not open this examination paper until instructed to do so. Answer all the questions. For

More information

Tracker Tower 01 Prototype Test & Analysis Overview

Tracker Tower 01 Prototype Test & Analysis Overview Tracker Tower 01 Prototype Test & Analysis Overview Erik Swensen June 19, 2002 HPS-102070-0002 Test Background Design Philosophy: Tracker Tower 01 Prototype was used as an engineering evaluation model

More information

MECHANICAL BEHAVIOUR OF DAMAGED HDPE GEOMEMBRANES

MECHANICAL BEHAVIOUR OF DAMAGED HDPE GEOMEMBRANES MECHANICAL BEHAVIOUR OF DAMAGED HDPE GEOMEMBRANES Guangming Xu, Mingchang Yang, Xianghai Zong Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, China gmxu@nhri.cn Abstract HDPE

More information

SS. Trinità Hospital. Borgomanero, Italy. Dr. Anna Tinivella, Director of Diagnostics Department

SS. Trinità Hospital. Borgomanero, Italy. Dr. Anna Tinivella, Director of Diagnostics Department SS. Trinità Hospital Borgomanero, Italy Dr. Anna Tinivella, Director of Diagnostics Department Consolidating laboratory services at three regional hospitals in Italy seemed like an almost impossible task,

More information

American Earthquake Joint System for Resistance to Earthquake-Induced Ground Deformation

American Earthquake Joint System for Resistance to Earthquake-Induced Ground Deformation American Earthquake Joint System for Resistance to Earthquake-Induced Ground Deformation Final Report Submitted to: Mr. David Drake American Cast Iron Pipe Company P.O. Box 2727 Birmingham, AL 35202 USA

More information

Physical Properties Testing Technical Bulletin

Physical Properties Testing Technical Bulletin Technical Bulletin MANUFACTURER Raven Lining Systems 13105 E. 61 st Street, Suite A Broken Arrow, OK 74012 (918) 615-0020 TENSILE TESTING OF PLASTICS ASTM D638, ISO 527 Tensile tests measure the force

More information

Task 1 - Material Testing of Bionax Pipe and Joints

Task 1 - Material Testing of Bionax Pipe and Joints Task 1 - Material Testing of Bionax Pipe and Joints Submitted to: Jeff Phillips Western Regional Engineer IPEX Management, Inc. 20460 Duncan Way Langley, BC, Canada V3A 7A3 Ph: 604-534-8631 Fax: 604-534-7616

More information

Introduction Wood K plus. Motivation. Results. Conclusions. J. Leßlhumer 1, J. Sinic 1, M. Reif 1, A. Haider 1, D. Cascorbi 2

Introduction Wood K plus. Motivation. Results. Conclusions. J. Leßlhumer 1, J. Sinic 1, M. Reif 1, A. Haider 1, D. Cascorbi 2 1 st Workshop - Basics for Chemistry of Wood Surface Modification April 25-26, 2012, Kuchl/Salzburg, Austria Surface modification of WPC products to improve bonding strength J. Leßlhumer 1, J. Sinic 1,

More information

Burst Pressure Prediction of Multiple Cracks in Pipelines

Burst Pressure Prediction of Multiple Cracks in Pipelines IOP Conference Series: Materials Science and Engineering OPEN ACCESS Burst Pressure Prediction of Multiple Cracks in Pipelines To cite this article: N A Razak et al 2013 IOP Conf. Ser.: Mater. Sci. Eng.

More information

5 DAY YOUR BUSINESS CHALLENGE WORKBOOK

5 DAY YOUR BUSINESS CHALLENGE WORKBOOK 5 DAY YOUR BUSINESS CHALLENGE WORKBOOK Fire Up Your Business So you ve started a business and are passionate about cultivating this gig into your main income to create a life of freedom, flexibility and

More information

Mechanical properties 1 Elastic behaviour of materials

Mechanical properties 1 Elastic behaviour of materials MME131: Lecture 13 Mechanical properties 1 Elastic behaviour of materials A. K. M. B. Rashid Professor, Department of MME BUET, Dhaka Today s Topics Deformation of material under the action of a mechanical

More information

Characterization of Graphene-Epoxy Grout for Infill Material in Pipeline Repair Hanis Hazirah Arifin, Norhazilan Md. Noor

Characterization of Graphene-Epoxy Grout for Infill Material in Pipeline Repair Hanis Hazirah Arifin, Norhazilan Md. Noor Characterization of Graphene-Epoxy Grout for Infill Material in Pipeline Repair Hanis Hazirah Arifin, Norhazilan Md. Noor Faculty of Civil Engineering, Universiti Teknologi Malaysia, Malaysia norhazilan@utm.my

More information

5484BN/R7DC-AHJB/XR/MS(ELA)

5484BN/R7DC-AHJB/XR/MS(ELA) Features High luminous intensity output Oval Shape Well defined spatial radiation Wide viewing angle (2θ 1/2 ) : 110 / 40 UV resistant epoxy The product itself will remain within RoHS compliant version

More information

Chemists Do you have the Bayer Spirit?

Chemists Do you have the Bayer Spirit? www.mybayerjob.de Chemists Do you have the Bayer Spirit? Research and Development, Synthesis, Analytics, In-house Consulting, Patents, Information Technology, Production, Marketing Chemists in Bayer s

More information

PFA HP Plus GBK Lining Sheet

PFA HP Plus GBK Lining Sheet Safeguarding process purity Dupont has enhanced Teflon PFA HP in such a way that gives Teflon PFA HP Plus the same unsurpassed purity but have improved mechanical toughness and stress crack resistance,

More information

Special edition paper

Special edition paper Development of New Aseismatic Structure Using Escalators Kazunori Sasaki* Atsushi Hayashi* Hajime Yoshida** Toru Masuda* Aseismatic reinforcement work is often carried out in parallel with improvement

More information

THE ROLE OF DELAMINATION IN NOTCHED AND UNNOTCHED TENSILE STRENGTH

THE ROLE OF DELAMINATION IN NOTCHED AND UNNOTCHED TENSILE STRENGTH THE ROLE OF DELAMINATION IN NOTCHED AND UNNOTCHED TENSILE STRENGTH M. R. Wisnom University of Bristol Advanced Composites Centre for Innovation and Science University Walk, Bristol BS8 1TR, UK M.Wisnom@bristol.ac.uk

More information

Total words = 166 (abstract) (text) + 250*16 (11 Figures + 5 Tables) = 7896

Total words = 166 (abstract) (text) + 250*16 (11 Figures + 5 Tables) = 7896 Lu, Guo, Zhang, and Yu 0 0 0 0 0 COMPREHENSIVE STUDY OF PENDULUM IMPACT TEST FOR RAISED PAVEMENT MARKERS Qing Lu, Ph.D. Assistant Professor Department of Civil and Environmental Engineering University

More information

STRAIN ANALYSIS OF HDPE BUTT FUSION JOINT IN SIDE BEND TEST

STRAIN ANALYSIS OF HDPE BUTT FUSION JOINT IN SIDE BEND TEST STRAIN ANALYSIS OF HDPE BUTT FUSION JOINT IN SIDE BEND TEST Meng Xiangli (Shawn), McElroy Manufacturing, Inc., Tulsa, OK Abstract The standard practice ASTM F3183-16 (F3183) has been developed for conducting

More information

Non-intrusive, Non-destructive FRP Inspection. Geoff Clarkson UTComp Inc

Non-intrusive, Non-destructive FRP Inspection. Geoff Clarkson UTComp Inc Non-intrusive, Non-destructive FRP Inspection Geoff Clarkson UTComp Inc How to effectively inspect FRP for mechanical integrity (MI) and Fitness for Service (FFS)? Non-destructive: Measurements are made

More information

MSC Elastomers Seminar Some Things About Elastomers

MSC Elastomers Seminar Some Things About Elastomers MSC Elastomers Seminar Some Things About Elastomers Kurt Miller, Axel Products, Inc. www.axelproducts.com Visit us at: axelproducts.com 2 Your Presenter Kurt Miller Founded Axel Products 1994 Instron Corporation,

More information

PD626 Polypro Replacement Material Evaluation and Selection

PD626 Polypro Replacement Material Evaluation and Selection PD626 Polypro Replacement Material Evaluation and Selection This test data provided is based on representative testing done in the lab and is provided to show the similarities between PD626 and 11R12A

More information

TENSILE TESTS (ASTM D 638, ISO

TENSILE TESTS (ASTM D 638, ISO MODULE 4 The mechanical properties, among all the properties of plastic materials, are often the most important properties because virtually all service conditions and the majority of end-use applications

More information

Title of Lesson: Can All Things Stretch? RET Project Connection: Failure Modes of Lightweight Sandwich Structures

Title of Lesson: Can All Things Stretch? RET Project Connection: Failure Modes of Lightweight Sandwich Structures Title of Lesson: Can All Things Stretch? RET Project Connection: Failure Modes of Lightweight Sandwich Structures RET Teacher: Michael Wall School: Andover High School Town/District: Andover Public Schools

More information

GEOCHEMISTRY OF NATURAL WATERS BY JAMES DREVER DOWNLOAD EBOOK : GEOCHEMISTRY OF NATURAL WATERS BY JAMES DREVER PDF

GEOCHEMISTRY OF NATURAL WATERS BY JAMES DREVER DOWNLOAD EBOOK : GEOCHEMISTRY OF NATURAL WATERS BY JAMES DREVER PDF GEOCHEMISTRY OF NATURAL WATERS BY JAMES DREVER DOWNLOAD EBOOK : GEOCHEMISTRY OF NATURAL WATERS BY JAMES Click link bellow and free register to download ebook: GEOCHEMISTRY OF NATURAL WATERS BY JAMES DREVER

More information

Interview with Helmut Hofer and Yakov Eliashberg

Interview with Helmut Hofer and Yakov Eliashberg Enrico Del Re Interview with Helmut Hofer and Yakov Eliashberg Helmut Hofer, professor at the Institute of Advanced Study in Princeton, and Yakov Eliashberg, professor for mathematics at the Stanford University,

More information

Outline. Tensile-Test Specimen and Machine. Stress-Strain Curve. Review of Mechanical Properties. Mechanical Behaviour

Outline. Tensile-Test Specimen and Machine. Stress-Strain Curve. Review of Mechanical Properties. Mechanical Behaviour Tensile-Test Specimen and Machine Review of Mechanical Properties Outline Tensile test True stress - true strain (flow curve) mechanical properties: - Resilience - Ductility - Toughness - Hardness A standard

More information

Elastic Properties of Solid Materials. Notes based on those by James Irvine at

Elastic Properties of Solid Materials. Notes based on those by James Irvine at Elastic Properties of Solid Materials Notes based on those by James Irvine at www.antonine-education.co.uk Key Words Density, Elastic, Plastic, Stress, Strain, Young modulus We study how materials behave

More information

PERFORMANCE TEST REPORT. Rendered to: VELUX AMERICA, INC. PRODUCT: SUN TUNNEL Domes TYPES: Acrylic and Polycarbonate

PERFORMANCE TEST REPORT. Rendered to: VELUX AMERICA, INC. PRODUCT: SUN TUNNEL Domes TYPES: Acrylic and Polycarbonate PERFORMANCE TEST REPORT Rendered to: VELUX AMERICA, INC. PRODUCT: SUN TUNNEL Domes TYPES: Acrylic and Polycarbonate Report No.: E3490.01-106-31 Report Date: 07/13/15 Test Record Retention Date: 06/18/19

More information

Instrumented Impact Testing

Instrumented Impact Testing Prüfen mit Verstand Instrumented Impact Testing Helmut Fahrenholz Agenda Why impact testing? Typical DWT standards Impact methods Energy, speed and mass in DWT Results evaluation acc. standards 2 Why impact

More information

6.37 Determine the modulus of resilience for each of the following alloys:

6.37 Determine the modulus of resilience for each of the following alloys: 6.37 Determine the modulus of resilience for each of the following alloys: Yield Strength Material MPa psi Steel alloy 550 80,000 Brass alloy 350 50,750 Aluminum alloy 50 36,50 Titanium alloy 800 116,000

More information

Four-Point Bending and Direct Tension Testing of Twelve Inch TR-XTREME Pipe Joint

Four-Point Bending and Direct Tension Testing of Twelve Inch TR-XTREME Pipe Joint Four-Point Bending and Direct Tension Testing of Twelve Inch TR-XTREME Pipe Joint Submitted to: Russ Huggins PE AVP of Product Development and Quality US Pipe By C. Pariya-Ekkasut H. E. Stewart B. P. Wham

More information

product manual H-3030, H-3032, H-3033 Concrete Beam Tester

product manual H-3030, H-3032, H-3033 Concrete Beam Tester 05.09 product manual H-3030, H-3032, H-3033 Concrete Beam Tester Introduction These self-contained portable concrete beam testers accurately and easily determine flexural strengths of 6 x 6" cross-section

More information

HiTACC Characterisation of Anti-corrosion Coatings

HiTACC Characterisation of Anti-corrosion Coatings Date: 18 th March 2015 Author: Dr Nickie Smith Report Number: C3810-2 HiTACC Characterisation of Anti-corrosion Coatings Prepared by: Reviewed by: Dr Nickie Smith Glyn Morgan CEng CSci FIMMM Senior Scientist

More information

Strain Distribution and Load Transfer in the Polymer-Wood Particle Bond in Wood Plastic Composites

Strain Distribution and Load Transfer in the Polymer-Wood Particle Bond in Wood Plastic Composites Strain Distribution and Load Transfer in the Polymer-Wood Particle Bond in Wood Plastic Composites Matthew J. Schwarzkopf Lech Muszyński John Nairn Department of Wood Science and Engineering, Oregon State

More information

S HEAR S TRENGTH IN P RINCIPAL P LANE OF W OOD

S HEAR S TRENGTH IN P RINCIPAL P LANE OF W OOD S HEAR S TRENGTH IN P RINCIPAL P LANE OF W OOD By Jen Y. Liu 1 and Lester H. Floeter 2 ABSTRACT: In this study, the writers used Tsai and Wu s tensor polynomial theory to rederive a formula originally

More information

A PAPER ON DESIGN AND ANALYSIS OF PRESSURE VESSEL

A PAPER ON DESIGN AND ANALYSIS OF PRESSURE VESSEL A PAPER ON DESIGN AND ANALYSIS OF PRESSURE VESSEL P.Palanivelu 1, R.Siva Prasad 2, 1 PG Scholar, Department of Mechanical Engineering, Gojan School of Business and Technology, Redhills, Chennai, India.

More information

2019 Award Nomination

2019 Award Nomination Title of Innovation: Graphene based anti-corrosive system Nominee(s) W Weaver, A Potts, L Chikosha Category: Coatings and Linings 2019 Award Nomination Coatings and Linings Cathodic Protection Materials

More information

CIVE 2700: Civil Engineering Materials Fall Lab 2: Concrete. Ayebabomo Dambo

CIVE 2700: Civil Engineering Materials Fall Lab 2: Concrete. Ayebabomo Dambo CIVE 2700: Civil Engineering Materials Fall 2017 Lab 2: Concrete Ayebabomo Dambo Lab Date: 7th November, 2017 CARLETON UNIVERSITY ABSTRACT Concrete is a versatile construction material used in bridges,

More information

product manual H-4204 Proving Ring Penetrometer

product manual H-4204 Proving Ring Penetrometer 05.09 product manual H-4204 Proving Ring Penetrometer nnmm Handle Proving Ring Extension Rod Coupler Penetration Rod Cone Figure #1 General Information The Proving Ring Penetrometer is a cone type of penetrometer

More information

A Simplified Process for Determining Cushion Curves:

A Simplified Process for Determining Cushion Curves: A Simplified Process for Determining Cushion Curves: The Stress-Energy Method A new shortcut method for developing cushion curves is presented. Using the stress-energy method developed by Michigan State

More information

A new geomembrane for chlorinated water containment

A new geomembrane for chlorinated water containment A new geomembrane for chlorinated water containment Erich Rangel 1 *, Andrew Mills 2, David Beaumier 3, and Brian Fraser 4 1. Environmental Containment Division, Layfield Group Ltd., Canada 2. Environmental

More information

Technical Note PP TN Engineering Considerations for Temperature Change

Technical Note PP TN Engineering Considerations for Temperature Change Technical Note PP 814 - TN Engineering Considerations for Temperature Change www.performancepipe.com Like most materials, polyethylene is affected by temperature change. However, polyethylene s response

More information

Difference Between Fixed and Floating Reference Points AASHTO T-321

Difference Between Fixed and Floating Reference Points AASHTO T-321 Difference Between Fixed and Floating Reference Points AASHTO T-321 Fixed Reference LVDT with Target Attached to the Beam Neutral Axis (Mid-Height, Mid-Length) 2 Old ASTM D7460 Graph Improper Representation

More information

Design and Development of Impact Load Sensor for Dynamic Testing Purposes

Design and Development of Impact Load Sensor for Dynamic Testing Purposes IOP Conference Series: Materials Science and Engineering PAPER OPEN ACCESS Design and Development of Impact Load Sensor for Dynamic Testing Purposes To cite this article: E Permana and Yayat 2018 IOP Conf.

More information

Assessment of Frost Impact on Cast Iron Pipes

Assessment of Frost Impact on Cast Iron Pipes Assessment of Frost Impact on Cast Iron Pipes GTI Report Project: 21345 Principle Investigator: Khalid Farrag, Ph.D., PE Presented by: Paul Armstrong April 10, 2015 1 Company Overview ESTABLISHED 1941

More information

ACCEPTANCE CRITERIA FOR NON-DESTRUCTIVE TESTING OF PE ELECTROFUSION JOINTS

ACCEPTANCE CRITERIA FOR NON-DESTRUCTIVE TESTING OF PE ELECTROFUSION JOINTS ACCEPTANCE CRITERIA FOR NON-DESTRUCTIVE TESTING OF PE ELECTROFUSION JOINTS Peter Postma peter.postma@kiwa.nl Kiwa Technology Apeldoorn, Gelderland, The Netherlands SHORT SUMMARY On request of the Dutch

More information

HIGH VELOCITY IMPACT ON TEXTILE REINFORCED COMPOSITES

HIGH VELOCITY IMPACT ON TEXTILE REINFORCED COMPOSITES 16 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS HIGH VELOCITY IMPACT ON TEXTILE REINFORCED COMPOSITES Warnet L., Akkerman R., Ravensberg M. University of Twente, Faculty of Engineering Technology,

More information

Geology 2112 Principles and Applications of Geophysical Methods WEEK 1. Lecture Notes Week 1

Geology 2112 Principles and Applications of Geophysical Methods WEEK 1. Lecture Notes Week 1 Lecture Notes Week 1 A Review of the basic properties and mechanics of materials Suggested Reading: Relevant sections from any basic physics or engineering text. Objectives: Review some basic properties

More information

3mm Photodiode PD204-6B

3mm Photodiode PD204-6B 3mm Photodiode Features Fast response time High photo sensitivity Small junction capacitance Pb free This product itself will remain within RoHS compliant version. Description is a high speed and high

More information

Featured Alumna Sarah Caudill ( 06)

Featured Alumna Sarah Caudill ( 06) Featured Alumna Sarah Caudill ( 06) As a high school student applying to colleges, I had a choice between Stetson and the University of Florida. I reasoned that I would receive a more personalized education

More information

TINIUS OLSEN Testing Machine Co., Inc.

TINIUS OLSEN Testing Machine Co., Inc. Interpretation of Stress-Strain Curves and Mechanical Properties of Materials Tinius Olsen has prepared this general introduction to the interpretation of stress-strain curves for the benefit of those

More information

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and 6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa (15.5 10 6 psi) and an original diameter of 3.8 mm (0.15 in.) will experience only elastic deformation when a tensile

More information

Multi Core-Drill. Laboratory Asphalt Core-Drill

Multi Core-Drill. Laboratory Asphalt Core-Drill Multi Core-Drill Laboratory Asphalt Core-Drill 1 MULTI CORE-DRILL LABORATORY ASPHALT CORE-DRILL Advanced Asphalt Core-Drill Specimen preparation and ultimately specimen quality are critical factors in

More information

RS INDUSTRY LIMITED. RS Chip Single ESD Suppressor APPROVAL SHEET. Customer Information. Part No. : Model No. : COMPANY PURCHASE R&D

RS INDUSTRY LIMITED. RS Chip Single ESD Suppressor APPROVAL SHEET. Customer Information. Part No. : Model No. : COMPANY PURCHASE R&D APPROVAL SHEET Customer Information Customer : Part Name : Part No. : Model No. : COMPANY PURCHASE R&D Vendor Information Name: Part Name RS INDUSTRY LIMITED Chip ESD Part No. RS 0402-5V500S Lot No. PART

More information

What is proof? Lesson 1

What is proof? Lesson 1 What is proof? Lesson The topic for this Math Explorer Club is mathematical proof. In this post we will go over what was covered in the first session. The word proof is a normal English word that you might

More information

MATH 3200 PROBABILITY AND STATISTICS M3200FL081.1

MATH 3200 PROBABILITY AND STATISTICS M3200FL081.1 MATH 3200 PROBABILITY AND STATISTICS M3200FL081.1 This examination has twenty problems, of which the first seventeen are modifications of the recommended homework problems. The remaining three problems

More information

RS INDUSTRY LIMITED. RS Chip Array ESD Suppressor APPROVAL SHEET. Customer Information. Part No. : Model No. : COMPANY PURCHASE R&D

RS INDUSTRY LIMITED. RS Chip Array ESD Suppressor APPROVAL SHEET. Customer Information. Part No. : Model No. : COMPANY PURCHASE R&D APPROVAL SHEET Customer Information Customer : Part Name : Part No. : Model No. : COMPANY PURCHASE R&D Vendor Information Name: RS INDUSTRY LIMITED Part Name ARRAY TYPE MULTILAYER VARISTOR Part No. RS

More information

ACRIFIX. Adhesives and Auxiliaries

ACRIFIX. Adhesives and Auxiliaries ACRIFIX Adhesives and Auxiliaries For a perfect union PLEXIGLAS, the world s first acrylic, manufactured by our company, can be joined by a variety of methods. A distinction is made between permanent and

More information

(Refer Slide Time: 00:58)

(Refer Slide Time: 00:58) Nature and Properties of Materials Professor Bishak Bhattacharya Department of Mechanical Engineering Indian Institute of Technology Kanpur Lecture 18 Effect and Glass Transition Temperature In the last

More information

@Copyright 2016 SKAPS Industries.

@Copyright 2016 SKAPS Industries. SKAPS INDUSTRIES 571 Industrial Pkwy, Commerce, GA 30529 Phone: (706) 336 7000 Fax: (706) 336 7007 E Mail: contact@skaps.com SKAPS GEOCOMPOSITE DROP IN SPECIFICATIONS @Copyright 2016 SKAPS Industries www.skaps.com

More information

How to comply with K-REACH

How to comply with K-REACH How to comply with K-REACH (K-REACH : Act on the Registration and Evaluation of Chemical Substances) October 21 st, 2014 Moonsun RYU Risk Assessment Center Korea Testing & Research Institute ASTM International

More information

Pendulum Activity! Frequency, Length, and Gravity. Materials

Pendulum Activity! Frequency, Length, and Gravity. Materials Pendulum Activity! Frequency, Length, and Gravity A Pendulum is a weight (bob) that swings back and forth. Frequency is how many times something happens in a certain amount of time like how many times

More information

Maintenance/ Discontinued

Maintenance/ Discontinued oltage Regulators N7xx/N7xxF Series 3-pin positive output voltage regulator ( type) Overview The N7xx series and the N7xxF series are 3- pin, fixed positive output type monolithic voltage regulators. Stabilized

More information

Rheological Testing Equipment for Polymers

Rheological Testing Equipment for Polymers Rheological Testing Equipment for Polymers In the year 1962, when most people were not familiar with Rheology, GOETTFERT company started as one of the pioneering companies in this field and built its first

More information

Contents of The Universe and Deforming Solids

Contents of The Universe and Deforming Solids Skyscrapers in the 2011 Japan Earthquake Contents of The Universe and Deforming Solids For most of this course, we ve talked about physics we ve known about for > 100 years. Today, we ll discuss some physics

More information

Long-Term Cured-In-Place Pipe (CIPP) Performance and its Design Implications

Long-Term Cured-In-Place Pipe (CIPP) Performance and its Design Implications Long-Term Cured-In-Place Pipe (CIPP) Performance and its Design Implications Robert K. Lee 1*, Steve Ferry 2 1 Malcolm Pirnie, Inc. 2 Hauser Laboratories. *To whom correspondence should be addressed. Email:

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 & ANSI/NCSL Z

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 & ANSI/NCSL Z SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 & ANSI/NCSL Z540-1-1994 POLYMER TESTING INSTRUMENTS, INC. 10 National Drive Fletcher, NC 28732 Larry Eisner Phone: 828 252 1326 CALIBRATION Valid To: June 30,

More information

Avery Dennison LV-0700 Series Retroreflective Validation Decal Film Issued: July 2013

Avery Dennison LV-0700 Series Retroreflective Validation Decal Film Issued: July 2013 LV-0700 Series Reflective film is a quality, enclosed lens retorreflective material. LV- 0700 is ideal for vehicle tag and sticker requirements where low temperature application is desired such as for

More information

Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading

Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading General Information Mechanical Anchors General Information Power-Stud + SD1 Wedge Expansion Anchor Product Description The Power-Stud+ SD1 anchor is a fully threaded, torque-controlled, wedge expansion

More information

Experimental Stress Analysis Prof. K. Ramesh Department of Applied Mechanics Indian Institute of Technology, Madras

Experimental Stress Analysis Prof. K. Ramesh Department of Applied Mechanics Indian Institute of Technology, Madras Experimental Stress Analysis Prof. K. Ramesh Department of Applied Mechanics Indian Institute of Technology, Madras Module No. # 04 Lecture No. # 30 Analysis of Brittle Coatings Let us continue our discussion

More information

Structural behaviour of traditional mortise-and-tenon timber joints

Structural behaviour of traditional mortise-and-tenon timber joints Structural behaviour of traditional mortise-and-tenon timber joints Artur O. Feio 1, Paulo B. Lourenço 2 and José S. Machado 3 1 CCR Construtora S.A., Portugal University Lusíada, Portugal 2 University

More information

Solving with Absolute Value

Solving with Absolute Value Solving with Absolute Value Who knew two little lines could cause so much trouble? Ask someone to solve the equation 3x 2 = 7 and they ll say No problem! Add just two little lines, and ask them to solve

More information

Stress Analysis Of Riveted Butt Joint

Stress Analysis Of Riveted Butt Joint International Journal of Engineering Research & Technology (IJERT) ISSN: 22711 Vol. 2 Issue, August 213 Analysis Of Riveted Butt Joint K. S. Bodadkar *1 * Pg. student of Department of Mechanical Engineering

More information

NE 125 L. Title Page

NE 125 L. Title Page NE 125 L Title Page Name: Rajesh Swaminathan ID Number: 20194189 Partners Names: Clayton Szata 20193839 Sarvesh Varma 20203153 Experiment Number: 1 Experiment: Date Experiment was Started: Date Experiment

More information

Final Exam Comments. UVa - cs302: Theory of Computation Spring < Total

Final Exam Comments. UVa - cs302: Theory of Computation Spring < Total UVa - cs302: Theory of Computation Spring 2008 Final Exam Comments < 50 50 59 60 69 70 79 80 89 90 94 95-102 Total 2 6 8 22 16 16 12 Problem 1: Short Answers. (20) For each question, provide a correct,

More information

Structural Metals Lab 1.2. Torsion Testing of Structural Metals. Standards ASTM E143: Shear Modulus at Room Temperature

Structural Metals Lab 1.2. Torsion Testing of Structural Metals. Standards ASTM E143: Shear Modulus at Room Temperature Torsion Testing of Structural Metals Standards ASTM E143: Shear Modulus at Room Temperature Purpose To determine the shear modulus of structural metals Equipment Tinius-Olsen Lo-Torq Torsion Machine (figure

More information

Effects of Stresses in Highly Accelerated Limit Test (HALT)

Effects of Stresses in Highly Accelerated Limit Test (HALT) Technical Report Effects of Stresses in Highly Accelerated Limit Test (HALT) Takuya Hirata, Raphael Pihet and Yuichi Aoki, Development Headquarters, ESPEC CORP. Abstract The effects of vibration stress

More information

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS EDEXCEL NATIONAL CERTIICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQ LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS 1. Be able to determine the effects of loading in static engineering

More information

MAE 322 Machine Design. Dr. Hodge Jenkins Mercer University

MAE 322 Machine Design. Dr. Hodge Jenkins Mercer University MAE 322 Machine Design Dr. Hodge Jenkins Mercer University What is this Machine Design course really about? What you will learn: How to design machine elements 1) Design so they won t break under varying

More information

Medical Biomaterials Prof. Mukesh Doble Department of Biotechnology Indian Institute of Technology, Madras. Lecture - 04 Properties (Mechanical)

Medical Biomaterials Prof. Mukesh Doble Department of Biotechnology Indian Institute of Technology, Madras. Lecture - 04 Properties (Mechanical) Medical Biomaterials Prof. Mukesh Doble Department of Biotechnology Indian Institute of Technology, Madras Lecture - 04 Properties (Mechanical) Welcome to the course on medical biomaterials. Today we are

More information

Telecommunications Pipe

Telecommunications Pipe Telecommunications Pipe About Poly Pipe Pty Ltd Located in the Hunter Valley, NSW, Australia, Poly Pipe Pty Ltd (Poly Pipe) has an ultra modern extrusion, high tech manufacturing facility. It supplies

More information

Project PAJ2 Dynamic Performance of Adhesively Bonded Joints. Report No. 3 August Proposed Draft for the Revision of ISO

Project PAJ2 Dynamic Performance of Adhesively Bonded Joints. Report No. 3 August Proposed Draft for the Revision of ISO NPL Report CMMT(A)81 Project PAJ2 Dynamic Performance of Adhesively Bonded Joints Report No. 3 August 1997 Proposed Draft for the Revision of ISO 11003-2 Adhesives - Determination of Shear Behaviour of

More information

Summary - A Study of Different Plastics

Summary - A Study of Different Plastics Summary - Best Plastic to chose for: Clear side panel Acrylic Bottom Panel UHMWPE Electronics shield outside polycarbonate High impact Mechanisms ABS Ranking Plastics Solid Side panel UHMWPE sensor Acrylic

More information

Final Design Project: Biodiesel Settling Tank Analysis

Final Design Project: Biodiesel Settling Tank Analysis MESSIAH COLLEGE ENGR 495 Finite Element Methods Tuesday, December 16, 2003 : Biodiesel Settling Tank Analysis Brandon Apple Jon Bitterman Becky Gast Kyle McNamara ENGR 495 Finite Element Methods 1 Abstract

More information

Basics of Proofs. 1 The Basics. 2 Proof Strategies. 2.1 Understand What s Going On

Basics of Proofs. 1 The Basics. 2 Proof Strategies. 2.1 Understand What s Going On Basics of Proofs The Putnam is a proof based exam and will expect you to write proofs in your solutions Similarly, Math 96 will also require you to write proofs in your homework solutions If you ve seen

More information

Solid Mechanics Homework Answers

Solid Mechanics Homework Answers Name: Date: Solid Mechanics Homework nswers Please show all of your work, including which equations you are using, and circle your final answer. Be sure to include the units in your answers. 1. The yield

More information

[5] Stress and Strain

[5] Stress and Strain [5] Stress and Strain Page 1 of 34 [5] Stress and Strain [5.1] Internal Stress of Solids [5.2] Design of Simple Connections (will not be covered in class) [5.3] Deformation and Strain [5.4] Hooke s Law

More information