Titanium, Aluminum Or Steel?
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Classification of Engineering Materials, and Their Properties: 1
ACS College of Engineering, Bangalore Assistant professor/Aeronautical Classification Of Engineering Materials, And Their Properties: 1] Material classification: There are different ways of classifying materials. One way is to describe five groups or families 1 ACS College of Engineering, Bangalore Assistant professor/Aeronautical Metals and alloys; Ceramics, glasses, and glass-ceramics; Polymers (plastics); Semiconductors Composite materials Metals and Alloys: Metals and alloys include steels, aluminum, magnesium, zinc, cast iron, titanium, copper, and nickel. An alloy is a metal that contains additions of one or more metals or non-metals. In general, metals have good electrical and thermal conductivity. Metals and alloys have relatively high strength, high stiffness, ductility or formability, and shock resistance. They are particularly useful for structural or load-bearing applications. Although pure metals are occasionally used, alloys provide improvement in a particular desirable property or permit better combinations of properties. Ceramics: Ceramics can be defined as inorganic crystalline materials. Beach sand and rocks are examples of naturally occurring ceramics. Advanced ceramics are materials made by refining naturally occurring ceramics and other special processes. Advanced ceramics are used in substrates that house computer chips, sensors and capacitors, wireless communications, inductors, and electrical insulation. Some ceramics are used as barrier coatings to protect metallic substrates in turbine engines. Ceramics are also used in such consumer products as paints, and tires, and for industrial applications such as the tiles for the space shuttle. Traditional ceramics are used to make bricks, tableware, toilets, bathroom sinks, refractories (heat-resistant material), and abrasives. In general, due to the presence of porosity (small holes), ceramics do not conduct heat well; they must be heated to very high temperatures before melting. -
An Inventory of US Navy Courses Suitable for Use in Training Civiliam
DOCUMENT RESUME ED 118 915 CE 006 479 AUTHOR Rogers, William A., Jr.; Nisos, Michael J. TITLE An Inventory of U.S. Navy Courses Suitable for Use in Training Civiliam Personnel in Basic Technical Skills. INSTITUTION Aerospace Education Foundation, Washington, D.C.; Naval Inst., Annapolis, Md. SPONS AGENCY Maryland State Dept. of Education, Baltimore. PUB DATE 15 Apr 75 NOTE 336p. AVAILABLE. FROM For more detailed information about course contents, contact U.S. Naval Institute, Annapolis, Maryland 21402 (No price given) EDRS PRICE MF-$0.83 HC-$18.07 Plus Postage DESCRIPTORS Auto Mechanics (Occupation); Aviation Technology; *Catalogs; Construction Industry; Course Content; *Course Descriptions; *Educational Equipment; Electrical Occupations; Food Service Occupations; Marine Technicians; Medical Services; *Military Training; *Technical Education; Technical Occupations; Trade and Industrial Education IDENTIFIERS *Navy ABSTRACT An inventory of courses of study developed by the United States Navy which might be useful to other private and public institutions in training civilian students in basic technological skills is presented. Individual course reports contain the following information: course description, comments, course content (including blocks of instruction and hours), support materials,, training aids, equipment, tools, and supplies and materials. Courses are listed for the following career fields: air conditioning and refrigeration, audiovisual equipment (operation), audiovisual equipment (repair) , automotive trades, aviation trades, -
Guide to Stainless Steel Finishes
Guide to Stainless Steel Finishes Building Series, Volume 1 GUIDE TO STAINLESS STEEL FINISHES Euro Inox Euro Inox is the European market development associa- Full Members tion for stainless steel. The members of Euro Inox include: Acerinox, •European stainless steel producers www.acerinox.es • National stainless steel development associations Outokumpu, •Development associations of the alloying element www.outokumpu.com industries. ThyssenKrupp Acciai Speciali Terni, A prime objective of Euro Inox is to create awareness of www.acciaiterni.com the unique properties of stainless steels and to further their use in existing applications and in new markets. ThyssenKrupp Nirosta, To assist this purpose, Euro Inox organises conferences www.nirosta.de and seminars, and issues guidance in printed form Ugine & ALZ Belgium and electronic format, to enable architects, designers, Ugine & ALZ France specifiers, fabricators, and end users, to become more Groupe Arcelor, www.ugine-alz.com familiar with the material. Euro Inox also supports technical and market research. Associate Members British Stainless Steel Association (BSSA), www.bssa.org.uk Cedinox, www.cedinox.es Centro Inox, www.centroinox.it Informationsstelle Edelstahl Rostfrei, www.edelstahl-rostfrei.de Informationsstelle für nichtrostende Stähle SWISS INOX, www.swissinox.ch Institut de Développement de l’Inox (I.D.-Inox), www.idinox.com International Chromium Development Association (ICDA), www.chromium-asoc.com International Molybdenum Association (IMOA), www.imoa.info Nickel Institute, www.nickelinstitute.org -
6 W Elding Accessories Tungsten Electrodes Magnesium Aluminum
Sylvania Tungsten Vendor Code: SYL Tungsten Electrodes Magnesium Magnesium alloys are in 3 groups. They are: (1) aluminum-zinc-magnesium, (2) aluminum-magnesium and (3) manganese-magnesium. Since magnesium will absorb a number of harmful ingredients and oxidize rapidly when subjected to welding heat, TIG welding in an inert gas atmosphere is distinctly advantageous. The welding of magnesium is similar, in many respects, to the welding of aluminum. Magnesium was one of the first metals to be welded commercially by the inert-gas nonconsumable process (TIG). Accessories Welding Aluminum The use of TIG welding for aluminum has many advantages for both manual and automatic processes. Filler metal can be either wire or rod and should be compatible with the base alloy. Filler metal must be Ground Dia. Length Electrodes dry, free of oxides, grease or other foreign matter. If filler metal becomes damp, heat for 2 hours at Part No. (inches) (inches) 250˚ F before using. Although AC high-frequency stabilized current is recommended, DC reverse polarity 0407G .040 7 has been successfully used for thicknesses up to 3/32". 1167G 1/16 7 Stainless Steel Pure 3327G 3/32 7 In TIG welding of stainless steel, welding rods having the AWS-ASTM prefixes of E or ER can be used as 187G 1/8 7 filler rods. However, only bare uncoated rods should be used. Stainless steel can be welded using AC high frequency stabilized current, however, for DC straight polarity current recommendations must be increased 5327G 5/32 7 6 25%. Light gauge metal less than 1/16" thick should always be welded with DC straight polarity using 0407GL .040 7 argon gas. -
Basic Facts About Stainless Steel
What is stainless steel ? Stainless steel is the generic name for a number of different steels used primarily for their resistance to corrosion. The one key element they all share is a certain minimum percentage (by mass) of chromium: 10.5%. Although other elements, particularly nickel and molybdenum, are added to improve corrosion resistance, chromium is always the deciding factor. The vast majority of steel produced in the world is carbon and alloy steel, with the more expensive stainless steels representing a small, but valuable niche market. What causes corrosion? Only metals such as gold and platinum are found naturally in a pure form - normal metals only exist in nature combined with other elements. Corrosion is therefore a natural phenomena, as nature seeks to combine together elements which man has produced in a pure form for his own use. Iron occurs naturally as iron ore. Pure iron is therefore unstable and wants to "rust"; that is, to combine with oxygen in the presence of water. Trains blown up in the Arabian desert in the First World War are still almost intact because of the dry rainless conditions. Iron ships sunk at very great depths rust at a very slow rate because of the low oxygen content of the sea water . The same ships wrecked on the beach, covered at high tide and exposed at low tide, would rust very rapidly. For most of the Iron Age, which began about 1000 BC, cast and wrought iron was used; iron with a high carbon content and various unrefined impurities. Steel did not begin to be produced in large quantities until the nineteenth century. -
Argyle Police Department
ARGYLE POLICE DEPARTMENT Policy 1.1 Mission, Values, and Written Directive System Effective Date: 02Feb12 Replaces: Reference: TBP 1.04.1 I. POLICY Law enforcement agencies provide essential services to foster safe communities through crime reduction and deterrence. Administrators of these law enforcement agencies are obligated to train, supervise, and guide personnel in performing the variety of tasks which create safe communities. At the same time, these administrators seek to improve employees' confidence and competence in performing tasks while reducing vulnerability to liability. To meet these obligations, agencies must manage themselves according to written directives. A manual of policies and procedures guides the day-to-day legal and ethical functioning of a law enforcement agency. To that end, this manual furnishes a blueprint for the performance of this agency’s activities in accordance with established state and national standards. Providing all members of the department with an understanding of the department’s mission and values provides guidance for decision making when situations are not covered by direct policy or procedure. II. PURPOSE This document outlines the organization of the Department, its Policy and Procedure Manual, its authority, and defines three kinds of statements that appear in these documents: policy, rule, and procedure. It also states the department’s mission and core values. III. AGENCY MISSION AND VALUES A. Mission The mission of the Argyle Police Department is to work with the citizens of Argyle to maintain effectively and efficiently provide for the protection of lives and property, preserve the public peace, and promote individual responsibility and community commitment with the highest level of professionalism and ethical standards. -
The Importance of Proper Inspection
The Importance of Proper Inspection Rocky Capehart How Do We Help Prevent: PROPER INSPECTION All of the below should be performed as specified in the contract documents: •product specified is being used, •specified surface preparation has been completed, •product is applied as per manufacture’s recommendation, •AND Post application INSPECTION Manhole Preparation Quality Assurance and Testing •Substrate surface preparation requirements – Hydroblasting, Sand blasting, Grinding •Inspection before material application – Clean, dry, sound, surface profile, pH Test – Equipment KEY FACTORS FOR PREP SUCCESS Obtain a clean, dry and sound surface! • Understand repair procedures: • infiltration or substrate loss • Understand preparation procedures • Know how to test preparation results Coating • Know common termination methods of: keys • cleaning power • abrasive choices • coating removal Moisture Level Definition Saturated Surface Dry describes the condition of the aggregate in which the pores in each particle of the aggregate particle are filled with water and no excess water is on the particle surface. This allows the absorption and the specific gravity of the aggregate to be measured. Moisture content of aggregate is described by four categories: pH Test Complications with a product application may occur if pH levels (number designation) are: – too high (alkaline) or too low (acid). EQUIPMENT • Equipment is product dependent • Some can be mobilized into underground structures as necessary • Material output is meeting proper ratio Manhole Preparation -
The Stainless Steel Family
The Stainless Steel Family A short description of the various grades of stainless steel and how they fit into distinct metallurgical families. It has been written primarily from a European perspective and may not fully reflect the practice in other regions. Stainless steel is the term used to describe an extremely versatile family of engineering materials, which are selected primarily for their corrosion and heat resistant properties. All stainless steels contain principally iron and a minimum of 10.5% chromium. At this level, chromium reacts with oxygen and moisture in the environment to form a protective, adherent and coherent, oxide film that envelops the entire surface of the material. This oxide film (known as the passive or boundary layer) is very thin (2-3 namometres). [1nanometre = 10-9 m]. The passive layer on stainless steels exhibits a truly remarkable property: when damaged (e.g. abraded), it self-repairs as chromium in the steel reacts rapidly with oxygen and moisture in the environment to reform the oxide layer. Increasing the chromium content beyond the minimum of 10.5% confers still greater corrosion resistance. Corrosion resistance may be further improved, and a wide range of properties provided, by the addition of 8% or more nickel. The addition of molybdenum further increases corrosion resistance (in particular, resistance to pitting corrosion), while nitrogen increases mechanical strength and enhances resistance to pitting. Categories of Stainless Steels The stainless steel family tree has several branches, which may be differentiated in a variety of ways e.g. in terms of their areas of application, by the alloying elements used in their production, or, perhaps the most accurate way, by the metallurgical phases present in their microscopic structures: . -
The Effect of Copper on Crevice Corrosion of Stainless Steels
MATERIALS SELECTION & DESIGN The Effect of Copper on Crevice Corrosion of Stainless Steels ROGER FRANCIS, FNACE, RFMaterials, Crevice corrosion leaks on super Examination and Testing Glossop, Derbyshire, United Kingdom duplex stainless steel sprinkler heads An initial examination of the S32760 GLENN BYRNE, Rolled Alloys, Blackburn, occurred in a firewater sprinkler sys sprinkler heads showed severe crevice cor- Lancashire, United Kingdom tem operating at 22 °C. Tests showed rosion of the threads, despite the relatively that copper deposits from corroding low temperature in the accommodation copper alloys could act as very effi module. Just outside the creviced area, cient cathodes and stimulate dissolu coppery-colored deposits were clearly visi- tion during the regular breakdown ble. It was thought that these deposits might have originated from the reduction and repassivation of the passive film of soluble copper corrosion products in crevices. Several other service fail formed during the corrosion of the bronze ures have occurred because of a simi sprinkler heads. lar mechanism, which had not been To determine whether this was possi- previously reported. ble, 50-mm square plates (3-mm thick) were fitted with polyacetal crevice washers, as described in ASTM G78.2 The washers Superduplex stainless steels (SS) such as were loaded with nylon-coated disc springs UNS S32760 and UNS S32750 have been to produce a load of 27 N/mm2, which pro- widely used in seawater systems because of vided a tight crevice similar to that found their excellent resistance to crevice corro- in a screwed joint. The samples were sion. Reviews of service experience have immersed in synthetic seawater containing shown satisfactory performance with Alloy 50-mg/L cupric ions at 20 °C and the water Z100 (UNS S32760) up to ~40 °C.1 was continuously aerated with compressed In the late 1990s, there were some air. -
Biosorption of Heavy Metals from Aqueous Solutions Using Keratin Biomaterials
UNIVERSITAT AUTÒNOMA DE BARCELONA Biosorption of heavy metals from aqueous solutions using keratin biomaterials Helan Zhang Doctoral Thesis PhD in Chemistry Supervisor Cristina Palet Ballús Departament de Química Facultat de Ciències 2014 UNIVERSITAT AUTÒNOMA DE BARCELONA Dissertation submitted for the degree of doctor Helan Zhang Supervisor Prof. Cristina Palet Ballús Full professor of Analytical Chemistry Group leader in Centre Grup de Tècniques de Separació en Química (GTS), in Universitat Autònoma de Barcelona (UAB) Bellaterra (Cerdanyola del Vallès), 12th June 2014 Acknowledgements My deepest gratitude goes first and foremost to Prof. Cristina Palet, my supervisor, for her countless support, constant encouragement and invaluable advice and guidance throughout the course of my research work. Without her patient instruction, insightful criticism and expert guidance, the completion of this thesis would not have been possible. During this time, I have learnt from her a lot not only about professional knowledge, but also the truth in life. I would like to express my heartfelt gratitude to Professor Fang Yu (my supervisor during Master), who triggered my love of scientific research. His rigorous, meticulous, serious, and responsible academic attitude has always been my role model. I am also extremely grateful to my uncle, Guangliang Zhang, who furthered my motivation in study and guided me to University. I am deeply indebted to Prof. Fernando Carrillo from Universitat Politècnica de Catalunya, whose valuable ideas and suggests with his profound knowledge and rich research experience are indispensable to the completion of this thesis. I take this opportunity to record my sincere thanks to all the members of GTS for their help and encouragement. -
Invitation to Bid 3
,o , INFORMATION FOR BIDDERS PROPOSAL - SPECIFICATIONS FOR REPLACEMENT OF BRIDGE NO. 05012 DAVIS AVENUE OVER INDIAN HARBOR TOWN PROJECT NO. 17-16 STATE LOTCIP PROJECT NO. L056-0003 AUGUST 2020 TOWN OF GREENWICH CONNECTICUT 742 Q 0 ~E~NEERING DM»""'SIO-vN • DEPARTMENT OF PUBLIC WORKS ~ .a.· Replacement of Bridge No. 05012 Davis Avenue Bridge over Indian Harbor Town of Greenwich, Connecticut Town Project No. 17-16 State LOTCIP Project No. L056-0003 TABLE OF CONTENTS Section Page No. Invitation to Bid 3 BIDDING REQUIREMENTS Section 1 Information for Bidders 4 to 13 Section 2 Bid 14 to 43 Section 3 Bid Bond 44 to 47 CONTRACT FORMS Section 4 Agreement 48 to 78 Section 5 Performance, Maintenance and Payment Bond 79 to 83 CONTRACT CONDITIONS Section 6 General Conditions 84 to 91 OTHER DOCUMENTS Section 7 Technical Provisions 92 to 229 Section 8 State of Connecticut Prevailing Wage Rates 230 to 261 Appendix A CT DEEP Certificate of Permission License 262 to 284 Appendix B CTDOT Required Contract Provisions 285 to 311 TECHNICAL PROVISIONS List of NTCs Page No. Notice to Contractor – Use of Connecticut DOT Form 817 94 Notice to Contractor – Protection of Existing Utilities 95 to 96 Notice to Contractor – Procurement of Materials 97 Notice to Contractor – All - Inclusive Drainage 98 Notice to Contractor – Use of Municipal Police Officers 99 Special Provision Sections Page No. Section 1.05 – Control of The Work 100 to 101 Section 1.07 – Legal Relations and Responsibilities 102 to 103 Section 1.08 – Prosecution and Progress 104 Section 2.86 – Drainage Trench Excavation, Rock in Drainage Trench Excavation 105 to 108 Section 4.06 – Bituminous Concrete 109 to 131 Section 5.86 – Catch Basins, Manholes, And Drop Inlets 132 to 135 Section 6.86 – Drainage Pipes, Drainage Pipe Ends 136 to 139 Section M.04 – Bituminous Concrete Materials 140 to 159 1 Replacement of Bridge No. -
Critical Materials Handbook
City of Spokane CRITICAL MATERIALS HANDBOOK Prepared By: Critical Materials Technical Advisory Committee November 16, 2009 This Page is intentionally left blank ii CRITICAL MATERIALS HANDBOOK Table of Contents TECHNICAL ADVISORY COMMITTEE iv ACKNOWLEDGEMENTS iv Section I. Introduction 1 A. Purpose and Use of this Handbook. 1 Section II. 3 Critical Materials 3 A. Critical Materials Definitions. 3 B. Critical Materials List. 4 C. Critical Materials Activity List. 5 D. Identification of Critical Material Use Activities. 5 Section III. Best Management Practices for the Prevention and Control of Spills 7 A. Selecting a Secondary Containment Site 7 B. Constructing a Secondary Containment Site 7 C. Containment Options 8 D. Operating and Maintaining a Secondary Containment System 9 E. Construction/Management Alternatives for Storm Water 11 F. Who to Contact 11 Section IV. Spill Control A. Application of spill control technology and methodology. 13 B. Structural methods for the control of spills. 13 C. Containment Volume of Secondary Containment Systems. 13 D. Model spill prevention, control and clean-up plan. 15 APPENDIX A CRITICAL MATERIALS LIST and CRITICAL MATERIALS ACTIVITY LIST 18 APPENDIX B NORTH AMERICAN INDUSTRIAL CLASSIFICATION CODES for 20 Activities Most Likely to Involve Chemicals 20 APPENDIX C Best Management Practice (BMP) design concepts 27 List of Exhibits 28 APPENDIX D Sample Inspection Checklists 65 iii TECHNICAL ADVISORY COMMITTEE The original Technical Advisory Committee was created in 1977 to oversee the technical aspects of the development of the Water Quality Management Plan. This group has evolved to those agencies that are responsible for aquifer protection and enforcement within the City of Spokane.