Electroslag Welding: the Effect of Slag Composition
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An Analysis of the Metal Finds from the Ninth-Century Metalworking
Western Michigan University ScholarWorks at WMU Master's Theses Graduate College 8-2017 An Analysis of the Metal Finds from the Ninth-Century Metalworking Site at Bamburgh Castle in the Context of Ferrous and Non-Ferrous Metalworking in Middle- and Late-Saxon England Julie Polcrack Follow this and additional works at: https://scholarworks.wmich.edu/masters_theses Part of the Medieval History Commons Recommended Citation Polcrack, Julie, "An Analysis of the Metal Finds from the Ninth-Century Metalworking Site at Bamburgh Castle in the Context of Ferrous and Non-Ferrous Metalworking in Middle- and Late-Saxon England" (2017). Master's Theses. 1510. https://scholarworks.wmich.edu/masters_theses/1510 This Masters Thesis-Open Access is brought to you for free and open access by the Graduate College at ScholarWorks at WMU. It has been accepted for inclusion in Master's Theses by an authorized administrator of ScholarWorks at WMU. For more information, please contact [email protected]. AN ANALYSIS OF THE METAL FINDS FROM THE NINTH-CENTURY METALWORKING SITE AT BAMBURGH CASTLE IN THE CONTEXT OF FERROUS AND NON-FERROUS METALWORKING IN MIDDLE- AND LATE-SAXON ENGLAND by Julie Polcrack A thesis submitted to the Graduate College in partial fulfillment of the requirements for the degree of Master of Arts The Medieval Institute Western Michigan University August 2017 Thesis Committee: Jana Schulman, Ph.D., Chair Robert Berkhofer, Ph.D. Graeme Young, B.Sc. AN ANALYSIS OF THE METAL FINDS FROM THE NINTH-CENTURY METALWORKING SITE AT BAMBURGH CASTLE IN THE CONTEXT OF FERROUS AND NON-FERROUS METALWORKING IN MIDDLE- AND LATE-SAXON ENGLAND Julie Polcrack, M.A. -
Welding Procedure Guide
CWB Form 119E/2019-1 ® Welding Procedure Guide An easy to follow guide covering the preparation of welding procedure data sheets CWB Group - Industry Services All rights reserved. CWB Group 1-800-844-6790 www.cwbgroup.org Table of Contents 1.0 Introduction 1 2.0 Welding Procedure Specification (WPS) 1 3.0 Welding Procedure Data Sheet (WPDS) 1 3.1 BLOCK 1 (General Information) 3 3.2 BLOCK 2 (Process information) 4 3.3 BLOCK 3 (Joint information) 5 3.4 BLOCK 4 (Technical data) 8 3.5 BLOCK 5 (Joint Preparation) 10 3.6 BLOCK 6 (Base and Filler Material) 11 3.7 BLOCK 7 (Welding Details) 13 3.8 BLOCK 8 (Final Remarks) 17 4.0 Submission Of Welding Procedures 19 5.0 Review And Approval Of Welding Procedures 21 6.0 Sample Welding Procedure Data Sheets 23 WELDING PROCEDURE PREPARATION 1.0 Introduction This guide has been prepared to assist welding personnel with the preparation of welding procedures required as part of their company certification to CSA Standards W47.1, W47.2 and W186. The following two documents will be described: (a) Welding Procedure Specifications (b) Welding Procedure Data Sheets There will be a brief description of these documents; however, this guide will focus on the preparation of welding procedure data sheets. Each item on the welding procedure data sheet will be described and guidance will be provided to complete each section. 2.0 Welding Procedure Specification (WPS) All companies applying or certified to CSA Standards W47.1, W47.2 or W186 are required to prepare and submit welding procedure specifications to the CWB for acceptance. -
Slag-Metal Reactions During Welding: Part II. Theory
Slag-Metal Reactions during Welding: Part II. Theory U. MITRA and T.W. EAGAR A kinetic model is developed to describe the transfer of alloying elements between the slag and the metal during flux-shielded welding. The model accounts for changes in alloy recovery based on the geometry of the resulting weld bead. It also distinguishes compositional differences be- tween single-pass and multiple-pass weld beads. It is further shown that the final weld metal oxygen content is directly related to the weld solidification time as well as the type of flux used. I. INTRODUCTION also indicates that oxygen is transferred in this region. The results presented in Table VIII of Part IL11indicate INPart I of this series,[ll the previous theories of slag- that in multiple-pass welds, the top weld contains more metal reactions during flux-shielded welding were re- oxygen than the bottom layer. This is consistent with a viewed. Experiments demonstrated that the widely held mechanism of oxygen transfer in the droplet zone. droplet reaction theory cannot explain the transfer of al- Table VIII of Part IL1l indicates that for some welds, loying elements between the slag and the metal. In this although the weld metal gains oxygen, it loses silicon paper, a new theory is presented to explain these chem- and manganese. If, in addition to manganese and silicon ical interactions. In Part 111,[411the theory is tested using transfer, the oxidation of iron is also considered, an ox- data from submerged arc welding (SAW). ygen balance indicates that the final amount of oxygen It is proposed that chemical interaction between the transferred to the weld metal during the slag-metal re- slag and the metal occurs in three zones, as indicated in actions is much lower than the amount of oxygen trans- Figure 1: ferred at an intermediate stage of the reaction. -
Reconsidering the Basicity of a FCAW Consumable — Part 1: Solidified Slag Composition of a FCAW Consumable As a Basicity Indicator
WELDING RESEARCH SUPPLEMENT TO THE WELDING JOURNAL, MARCH 2000 Sponsored by the American Welding Society and the Welding Research Council Reconsidering the Basicity of a FCAW Consumable — Part 1: Solidified Slag Composition of a FCAW Consumable as a Basicity Indicator A basicity index for a flux cored electrode was developed, taking into consideration the metal sheath, fill ingredients and weld metal composition BY E. BAUNÉ, C. BONNET AND S. LIU ABSTRACT. Based on an investigation expressing the flux/slag basicity. The slag detachability, the metallurgical performed using a set of five experimen- newly defined basicity index is found to properties of the final weldment, etc. tal FCAW electrodes, an improved ver- offer superior correlation with the weld Therefore, the multitude of flux ingredi- sion of the IIW basicity index formula is metal oxygen content, demonstrating ents used in a FCAW electrode, each fea- developed. This new methodology is de- the validity of the assumptions made in turing various functions, make the work scribed in two papers, titled Part 1: So- the present investigation. of formulators rather complex. For a par- lidified Slag Composition of a FCAW ticular FCAW electrode, with proper in- Consumable as a Basicity Indicator and Introduction formation on the chemical composition Part 2: Verification of the Flux/Slag of the deposited weld metal, the compo- Analysis Methodology for Weld Metal A flux cored arc welding (FCAW) elec- sition and nature of the core flux, a sim- Oxygen Control. To accomplish this pur- trode contains multiple powdered ingre- ple compositional relationship can be pose, the partition of the various ele- dients within a metal sheath. -
Welding Defects
Welding Defects Welding Defects A weld discontinuity is defined by the American Welding Society as “an interruption of the typical structure of a material, such as a lack of homogeneity in its mechanical, metallurgical, or physical characteristics.” Welding defects are a type of discontinuity that compromises the usefulness of a weldment, which could render it unable meet minimum applicable acceptance standards/specifications. Welding defects can be welding process/procedurerelated, or related to the chemical composition or metallurgy of the alloy(s) being welded. Weld metal porosity is a cavitytype of welding defect formed by gas entrapment during solidification as a result of contamination by certain gases, such as hydrogen, oxygen, or nitrogen. Porosity caused by hydrogen pickup can be minimized by keeping the weld joint area and filler metal free of hydrocarbon contaminants and moisture. To avoid porosity caused by oxygen and nitrogen, it is important that the weld pool is properly shielded through the use of high purity shielding gases, and sufficient shielding gas flow rates are being utilized. Although porosity can occur in HASTELLOY® and HAYNES® weldments, they are not particularly susceptible to porosity since most alloys contain a significant amount of Cr, which has a natural affinity for the gases that are formed during welding. Weld metal inclusions can form as a result of oxides that become trapped in the weld pool. This can occur from the tenacious oxide film that forms on the surface of most alloys. Since the melting temperatures of surface oxides are usually much higher than the base metal, they are more likely to stay solid during welding and become trapped in the weld pool. -
Chapter 6 Arc Welding
Revised Edition: 2016 ISBN 978-1-283-49257-7 © All rights reserved. Published by: Research World 48 West 48 Street, Suite 1116, New York, NY 10036, United States Email: [email protected] Table of Contents Chapter 1 - Welding Chapter 2 - Fabrication (Metal) Chapter 3 - Electron Beam Welding and Friction Welding Chapter 4 - Oxy-Fuel Welding and Cutting Chapter 5 - Electric Resistance Welding Chapter 6 - Arc Welding Chapter 7 - Plastic Welding Chapter 8 - Nondestructive Testing Chapter 9 - Ultrasonic Welding Chapter 10 - Welding Defect Chapter 11 - Hyperbaric Welding and Orbital Welding Chapter 12 - Friction Stud Welding Chapter 13 WT- Welding Joints ________________________WORLD TECHNOLOGIES________________________ Chapter 1 Welding WT Gas metal arc welding ________________________WORLD TECHNOLOGIES________________________ Welding is a fabrication or sculptural process that joins materials, usually metals or thermoplastics, by causing coalescence. This is often done by melting the workpieces and adding a filler material to form a pool of molten material (the weld pool) that cools to become a strong joint, with pressure sometimes used in conjunction with heat, or by itself, to produce the weld. This is in contrast with soldering and brazing, which involve melting a lower-melting-point material between the workpieces to form a bond between them, without melting the workpieces. Many different energy sources can be used for welding, including a gas flame, an electric arc, a laser, an electron beam, friction, and ultrasound. While often an industrial process, welding can be done in many different environments, including open air, under water and in outer space. Regardless of location, welding remains dangerous, and precautions are taken to avoid burns, electric shock, eye damage, poisonous fumes, and overexposure to ultraviolet light. -
Why Use Flux Cored Wires?
Why use flux cored wires? If welding with a solid wire is satisfactory, why use a higher priced flux- cored wire? A flux-cored wire is optimized to obtain performance not possible with a solid wire. For many welding applications like vertical-up welding, flat welding, welding over galvanized, or welding hard-to-weld steels, a flux-cored wire can do it better and faster. Although gas metal arc welding (GMAW) with a solid mild steel wire is popular, easy-to-use, and effective for many applications, it does have limitations and drawbacks. For example, GMAW is slow for out-of- position welding. It is either limited to short-circuit transfer, which is restricted by many welding codes due to the tendency for lack-of-fusion, or pulse transfer, requiring a special welding power source. It also requires very clean steel. The ability to add a variety of materials to the core of the welding wire allows many performance enhancements to be made. Slag formers are added to shield the weld pool and shape and support the weld. Iron powder is used to increase deposition rates. Powdered alloys are added to produce low-alloy deposits or improving the mechanical properties. Scavengers and fluxing agents are used to refine the weld metal. Why be limited by a solid wire when a flux-cored wire can do it better and faster? Select the flux-cored wire optimized for your welding application. Use it and increase your productivity and lower your welding costs. There are two main types of flux cored wire available in today's market, Gas shielded flux cored wires (FCAW-G), and Self-shielded Flux cored wires (FCAW-S); Gas shielded Flux Cored Wires Gas shielded flux cored wires (FCAW-G) were introduced to the market around 1957. -
Iv E ACCEPTANCE CRITERIA for ELECTROSLAG WELDMENTS IN
201 Iv E JUN 271979 MAT. LAB. NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT 201 ACCEPTANCE CRITERIA FOR ELECTROSLAG WELDMENTS IN BRIDGES TRANSPORTATION RESEARCH BOARD NATIONAL RESEARCH COUNCIL RFSEARCH TON I TRANSPORTATION RESEARCH BOARD 1979 Officers PETER G. KOLTNOW, Chairman THOMAS D. MORELAND, Vice Chairman W. N. CAREY, JR., Executive Director Executive Committee HENRIK E. STAFSETH, Executive Director, American Assn. of State Highway and Transportation Officials (ex officio) LANGHORNE M. BOND, Federal Aviation Administrator, U.S. Department of Transportation (ex officio) KARL S. BOWERS, Federal Highway Administrator, U.S. Department of Transportation (ex officio) RICHARD S. PAGE, Urban Mass Transportation Administrator, U.S. Department of Transportation (ex officio) JOHN M. SULLIVAN, Federal Railroad Administrator, U.S. Department of Transportation (ex officio) HARVEY BROOKS, Chairman, Commission on Sociotechnical Systems, National Research Council (ex officio) ROBERT N. HUNTER, Chief Engineer, Missouri State Highway Department (ex officio, Past Chairman 1977) A. SCHEFFER LANG, Assistant to the President, Association of American Railroads (ex officio, Past Chairman 1978) HOWARD L. GAUTHIER, Professor of Geography, Ohio State University (ex officio, MTRB liaison) LAWRENCE D. DAHMS, Executive Director, Metropolitan Transportation Commission, San Francisco Bay Area ARTHUR C. FORD, Assistant Vice President (Long-Range Planning), Delta Air Lines ARTHUR J. HOLLAND, Mayor, City of Trenton, N.J. ROBERT R. KILEY, Management Analysis Center, Cambridge, Mass. JACK KINSTLINGER, Executive Director, Colorado Department of Highways PETER G. KOLTNOW, President, Highway Users Federation for Safety and Mobility THOMAS J. LAMPHIER, President, Transportation Division, Burlington Northern, Inc. ROGER L. MALLAR, Commissioner, Maine Department of Transportation MARVIN L. MANHEIM, Professor of Civil Engineering, Massachusetts Institute of Technology DARRELL V MANNING, Director, idaho Transportation Department ROBERT S. -
Applications and Trends of Electroslag Technology in Japan
Welding Research Abroad, 32(2):27-34, 1986 APPLICATIONS AND TRENDS OF ELECTROSLAG TECHNOLOGY IN JAPAN Thomas W. Eagar INTRODUCTION Electrosiag welding and casting processes have been used in Japan for approximately two decades, with enerally good success. This report describes the amount of electrostag welding pzrformed In 3apan in 1981 along with typical product applications. It also describes briefly an electroslag casting and an electroslag overlay process, as well as recent trends in the usage of ektroslag technology. A brief discussion of the reasons fw the trends is also included. ELECTROSLAG WELDING Professor Isao Masumoto of Nagoya University reviewed the application of electroslag welding in Japan in 1981 [Masumoto et aZ. (1981 )]. His survey, which does not claim to be comprehensive, but appears to include most of the larger users of electroslag welding, indicates that more than 250 tons of electroslag weld metal was deposited in 1981. This was estimated to be 0.064% of the total volume of weld metal used in Japan; hence, in Japan, electroslag is a specialized process which is used for a limited number of applications. Nonetheless, Japanese industry has a wide range of experience with the process. Welds of 0.3 m to 9 m length have been made in section thicknesses ranging from 16 mm to 2.1 m. Welding currents range from 280 A to 8000 A with joint gaps from 18 mm to 50 mm. Materials welded include mtid steel, high strength steel, stainless steel, and Cr-Mo steels. As can be seen from Figure I, three-quarters of the weld metal is produced by the nonconsumable electrode guide process and most of this is used by the industrial machinery and pressure vessel industries. -
Recommended Practices for Electrogas Welding AWS C5.7:2000 (R2006) an American National Standard
AWS C5.7:2000 (R2006) An American National Standard Recommended Practices for Electrogas Welding AWS C5.7:2000 (R2006) An American National Standard Approved by the American National Standards Institute May 5, 2000 Recommended Practices for Electrogas Welding Supersedes ANSI/AWS C5.7-89 Prepared by the American Welding Society (AWS) C5 Committee on Arc Welding and Cutting Under the Direction of the AWS Technical Activities Committee Approved by the AWS Board of Directors Abstract Electrogas Welding (EGW) is a specialized welding process having similarities to the gas metal arc welding (GMAW) or the flux cored arc welding (FCAW) processes for vertical position welding. The electrode deposits filler metal in the cavity formed by backing plates or shoes that bridge the groove between the plates being welded. The elec- trode may be solid, metal cored, or flux cored, and additional shielding may or may not be obtained from an externally supplied gas or gas mixture. The weld is usually completed in a single pass. Fundamentals of the process, including the various methods of welding, are presented. A discussion of equipment, consumables, applications, and metallurgical advantages and limitations is provided. The selection of process variables and operating conditions and typical EGW procedures is then presented. Inspection of welds, and training and qualifica- tion of welding procedures and operators are described. Finally, a troubleshooting guide, safety considerations, and a supplementary reading list are presented. 550 N.W. LeJeune Road, -
CASTI Metals Blue Book™ Welding Filler Metals
CASTI Metals Blue Book™ Welding Filler Metals CASTI Publishing Inc. Suite 200, 10544 - 106 Street Edmonton, Alberta T5H 2X6 Canada ™ Tel:(780) 424-2552 Fax:(780) 421-1308 Fourth Edition on CD-ROM CCASTI Search Subject Index Table of Contents E-Mail: [email protected] Internet Web Site: www.casti.ca CASTI METALS BLUE BOOK Welding Filler Metals Fourth Edition CASTI Metals Data Book Series™ Published By: CCASTI CASTI Publishing Inc. Suite 200, 10544 - 106 Street Edmonton, Alberta, T5H 2X6, Canada Tel: (780) 424-2552 Fax: (780) 421-1308 E-mail: [email protected] Internet Web Site: http://www.casti.ca ISBN 1-894038-78-9 Printed in Canada National Library of Canada Cataloguing in Publication Data Patchett, B. M CASTI metals blue book, welding filler materials (CASTI metals data book series) Includes index. ISBN 1-894038-78-9 (pbk.).--ISBN 1-894038-79-7 (CD-ROM) 1. Welding--Standards. 2. Filler metal--Handbooks, manuals, etc. I. Bringas, John E., 1953- II. Thomas, R. David, 1932- III. Title. IV. Series. TA492.W4P37 2002 671.5'2 C2002-910849-7 iii Important Notice The material presented herein has been prepared for the general information of the reader and should not be used or relied upon for specific applications without first securing competent technical advice. Nor should it be used as a replacement for current complete engineering standards. In fact, it is highly recommended that current engineering standards be reviewed in detail prior to any decision-making. See the list of standards organizations, technical societies and associations in Appendix 5, many of which prepare engineering standards, to acquire the appropriate metal standards or specifications. -
EVALUATION of CHARACTERIZATION TECHNIQUES for BENEFICIAL USE of UNDERUTILIZED SLAG MATERIALS by Thomas Sandy Weymouth B.S., Bate
EVALUATION OF CHARACTERIZATION TECHNIQUES FOR BENEFICIAL USE OF UNDERUTILIZED SLAG MATERIALS By Thomas Sandy Weymouth B.S., Bates College, 1998 THESIS Submitted to the University of New Hampshire in Partial Fulfillment of the Requirements for the Degree of Master of Science in Civil Engineering September, 2006 This thesis has been examined and approved. _____________________________________ Thesis Director Dr. Jeffery S. Melton Research Assistant Professor of Civil Engineering _____________________________________ Dr. Kevin H. Gardner Research Associate Professor of Civil Engineering _____________________________________ Dr. Jenna R. Jambeck Research Assistant Professor of Civil Engineering ____________________________ Date ACKNOWLEDGEMENTS I would like to express my thanks to my advisor Dr. Jeffrey Melton for his belief in me and the support he provided throughout my time here at the University of New Hampshire. Many times in this process I questioned my ability to successfully carry out my research and complete the Masters program and Jeff was always there to convince me otherwise. I also would like to thank the other members of my advising committee, Dr. Kevin Gardner and Dr. Jenna Jambeck, as well as the other professors and students here in the Environmental Research Group who answered my questions when I needed help. I would like to thank the Federal Highways Administration for providing funding for this research. In addition, I would like to thank SMC, Inc. for providing the test materials used in this research and Lincoln Electric for providing materials as well as funding. Without this support this important work would not have been possible. I would especially like to thank my family members and my wife Jenny for all of their support and especially the patience they showed towards the many late nights I spent in Gregg Hall.