APPLICATIONS of Fe-C PHASE DIAGRAM
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Wear Behavior of Austempered and Quenched and Tempered Gray Cast Irons Under Similar Hardness
metals Article Wear Behavior of Austempered and Quenched and Tempered Gray Cast Irons under Similar Hardness 1,2 2 2 2, , Bingxu Wang , Xue Han , Gary C. Barber and Yuming Pan * y 1 Faculty of Mechanical Engineering and Automation, Zhejiang Sci-Tech University, Hangzhou 310018, China; [email protected] 2 Automotive Tribology Center, Department of Mechanical Engineering, School of Engineering and Computer Science, Oakland University, Rochester, MI 48309, USA; [email protected] (X.H.); [email protected] (G.C.B.) * Correspondence: [email protected] Current address: 201 N. Squirrel Rd Apt 1204, Auburn Hills, MI 48326, USA. y Received: 14 November 2019; Accepted: 4 December 2019; Published: 8 December 2019 Abstract: In this research, an austempering heat treatment was applied on gray cast iron using various austempering temperatures ranging from 232 ◦C to 371 ◦C and holding times ranging from 1 min to 120 min. The microstructure and hardness were examined using optical microscopy and a Rockwell hardness tester. Rotational ball-on-disk sliding wear tests were carried out to investigate the wear behavior of austempered gray cast iron samples and to compare with conventional quenched and tempered gray cast iron samples under equivalent hardness. For the austempered samples, it was found that acicular ferrite and carbon saturated austenite were formed in the matrix. The ferritic platelets became coarse when increasing the austempering temperature or extending the holding time. Hardness decreased due to a decreasing amount of martensite in the matrix. In wear tests, austempered gray cast iron samples showed slightly higher wear resistance than quenched and tempered samples under similar hardness while using the austempering temperatures of 232 ◦C, 260 ◦C, 288 ◦C, and 316 ◦C and distinctly better wear resistance while using the austempering temperatures of 343 ◦C and 371 ◦C. -
A New Occurrence of Terrestrial Native Iron in the Earth's Surface
geosciences Article A New Occurrence of Terrestrial Native Iron in the Earth’s Surface: The Ilia Thermogenic Travertine Case, Northwestern Euboea, Greece Christos Kanellopoulos 1,2,* ID , Eugenia Valsami-Jones 3,4, Panagiotis Voudouris 1, Christina Stouraiti 1 ID , Robert Moritz 2, Constantinos Mavrogonatos 1 ID and Panagiotis Mitropoulos 1,† 1 Department of Geology and Geoenvironment, National and Kapodistrian University of Athens, Panepistimioupolis Zografou, 15784 Athens, Greece; [email protected] (P.V.); [email protected] (C.S.); [email protected] (C.M.); [email protected] (P.M.) 2 Section of Earth and Environmental Sciences, University of Geneva, Rue des Maraichers 13, 1205 Geneva, Switzerland; [email protected] 3 School of Geography, Earth & Environmental Sciences, University of Birmingham, Edgbaston, Birmingham B15 2TT, UK; [email protected] 4 Department of Earth Sciences, Natural History Museum London, Cromwell Road, London SW7 5BD, UK * Correspondence: [email protected] † Professor Panagiotis Mitropoulos has passed away in 2017. Received: 6 April 2018; Accepted: 23 July 2018; Published: 31 July 2018 Abstract: Native iron has been identified in an active thermogenic travertine deposit, located at Ilia area (Euboea Island, Greece). The deposit is forming around a hot spring, which is part of a large active metallogenetic hydrothermal system depositing ore-bearing travertines. The native iron occurs in two shapes: nodules with diameter 0.4 and 0.45 cm, and angular grains with length up to tens of µm. The travertine laminae around the spherical/ovoid nodules grow smoothly, and the angular grains are trapped inside the pores of the travertine. -
Stoichiometry: the Reaction of Iron with Copper(II) Sulfate
CEAC 103 GENERAL CHEMISTRY Experiment 2 Stoichiometry: The Reaction of Iron with Copper(II) Sulfate Purpose: To enhance the understanding of stoichiometry, a reaction between iron and copper (II) sulfate solution will be conducted. This will help you to differentiate limiting and excess reactant in a chemical reaction. Finally the theoretical and percent yield of this reaction will be calculated. Theory Stoichiometry is the measurement of quantitative relationships in chemical formulas and equations. In this experiment stoichiometric principles will be used to obtain the appropriate equation between the reaction of iron metal and copper(II) sulfate solution. After the reaction is taking place, the formation of metallic copper, which is seen precipitating as a finely divided reddish-orange powder will be observed. This reaction is one of the example of single substitution reaction in which one element “displaces” from a compound by another element. The element which has ability of displacing other element from compound is said to be “more active” than the displaced metal. In this experiment, iron is more active than copper. Two distinct forms of iron are present, namely Fe2+ and Fe3+. Stoichiometric principles will be used to determine which reaction is more dominant compared to other one by examining the reaction between iron and copper (II) sulfate solution. If Fe2+ is formed, then equation (1) is dominant, while equation (2) will be selected if Fe3+ is formed. This can be determined 1 according to mole ratio of copper to iron. If the moles of copper is equal to the moles of iron, then equation (1) has taken place. -
Iron –Carbon Phase Diagram
IRON –CARBON PHASE DIAGRAM CB.EN.P2MFG15018 Definition of structures: Various phases that appear on the Iron- Carbon equilibrium phase diagram are as under: • Austenite • Ferrite • Pearlite • Cementite • Martensite • Ledeburite Definition of structures: Austenite is an interstitial solid solution of Carbon dissolved in (F.C.C.) iron. Maximum solubility is 2.0 % C at 1130°C. High formability, most of heat treatments begin with this single phase. It is normally not stable at room temperature. But, under certain conditions it is possible to obtain austenite at room temperature. Austenite Average properties are: Tensile strength = 150,000 psi; Elongation = 10 percent in 2 in.; Hardness = Rockwell C 40, approx; and toughness = high Definition of structures: Ferrite is known as α solid solution. It is an interstitial solid solution of a small amount of carbon dissolved in α (BCC) iron. stable form of iron below 912 deg.C. The maximum solubility is 0.025 % C at 723C and it dissolves only 0.008 % C at room temperature. It is the softest structure that appears on the diagram. Ferrite Average properties are: Tensile strength = 40,000 psi; Elongation = 40 % in 2 in; Hardness > Rockwell C 0 or > Rockwell B 90 Definition of structures: Pearlite is the eutectoid mixture containing 0.80 % C and is formed at 723°C on very slow cooling. It is a very fine platelike or lamellar mixture of ferrite and cementite. The white ferritic background or matrix contains thin plates of cementite (dark). Pearlite Average properties are: Tensile strength = 120,000 psi; Elongation = 20 % in 2 in.; Hardness = Rockwell C20, BHN-300 Definition of structures: Cementite or iron carbide, is very hard, brittle intermetallic compound of iron & carbon, as Fe3C, contains 6.67 % C. -
Structure/Property Relationships in Irons and Steels Bruce L
Copyright © 1998 ASM International® Metals Handbook Desk Edition, Second Edition All rights reserved. J.R. Davis, Editor, p 153-173 www.asminternational.org Structure/Property Relationships in Irons and Steels Bruce L. Bramfitt, Homer Research Laboratories, Bethlehem Steel Corporation Basis of Material Selection ............................................... 153 Role of Microstructure .................................................. 155 Ferrite ............................................................. 156 Pearlite ............................................................ 158 Ferrite-Pearl ite ....................................................... 160 Bainite ............................................................ 162 Martensite .................................... ...................... 164 Austenite ........................................................... 169 Ferrite-Cementite ..................................................... 170 Ferrite-Martensite .................................................... 171 Ferrite-Austenite ..................................................... 171 Graphite ........................................................... 172 Cementite .......................................................... 172 This Section was adapted from Materials 5election and Design, Volume 20, ASM Handbook, 1997, pages 357-382. Additional information can also be found in the Sections on cast irons and steels which immediately follow in this Handbook and by consulting the index. THE PROPERTIES of irons and steels -
Comparison of Wear Performance of Austempered and Quench-Tempered Gray Cast Irons Enhanced by Laser Hardening Treatment
applied sciences Article Comparison of Wear Performance of Austempered and Quench-Tempered Gray Cast Irons Enhanced by Laser Hardening Treatment Bingxu Wang 1,2,*, Gary C. Barber 2, Rui Wang 2,3 and Yuming Pan 2 1 Faculty of Mechanical Engineering and Automation, Zhejiang Sci-Tech University, #928 No.2 Street, High Education Zone, Hangzhou 310018, China 2 Department of Mechanical Engineering, School of Engineering and Computer Science, Oakland University, Rochester, MI 48309, USA; [email protected] (G.C.B.); [email protected] (R.W.); [email protected] (Y.P.) 3 College of Modern Science and Technology, China Jiliang University, Hangzhou 310018, China * Correspondence: [email protected] Received: 30 March 2020; Accepted: 26 April 2020; Published: 27 April 2020 Abstract: The current research studied the effects of laser surface hardening treatment on the phase transformation and wear properties of gray cast irons heat treated by austempering or quench-tempering, respectively. Three austempering temperatures of 232 ◦C, 288 ◦C, and 343 ◦C with a constant holding duration of 120 min and three tempering temperatures of 316 ◦C, 399 ◦C, and 482 ◦C with a constant holding duration of 60 min were utilized to prepare austempered and quench-tempered gray cast iron specimens with equivalent macro-hardness values. A ball-on-flat reciprocating wear test configuration was used to investigate the wear resistance of austempered and quench-tempered gray cast iron specimens before and after applying laser surface-hardening treatment. The phase transformation, hardness, mass loss, and worn surfaces were evaluated. There were four zones in the matrix of the laser-hardened austempered gray cast iron. -
Materials Technology – Placement
MATERIAL TECHNOLOGY 01. An eutectoid steel consists of A. Wholly pearlite B. Pearlite and ferrite C. Wholly austenite D. Pearlite and cementite ANSWER: A 02. Iron-carbon alloys containing 1.7 to 4.3% carbon are known as A. Eutectic cast irons B. Hypo-eutectic cast irons C. Hyper-eutectic cast irons D. Eutectoid cast irons ANSWER: B 03. The hardness of steel increases if it contains A. Pearlite B. Ferrite C. Cementite D. Martensite ANSWER: C 04. Pearlite is a combination of A. Ferrite and cementite B. Ferrite and austenite C. Ferrite and iron graphite D. Pearlite and ferrite ANSWER: A 05. Austenite is a combination of A. Ferrite and cementite B. Cementite and gamma iron C. Ferrite and austenite D. Pearlite and ferrite ANSWER: B 06. Maximum percentage of carbon in ferrite is A. 0.025% B. 0.06% C. 0.1% D. 0.25% ANSWER: A 07. Maximum percentage of carbon in austenite is A. 0.025% B. 0.8% 1 C. 1.25% D. 1.7% ANSWER: D 08. Pure iron is the structure of A. Ferrite B. Pearlite C. Austenite D. Ferrite and pearlite ANSWER: A 09. Austenite phase in Iron-Carbon equilibrium diagram _______ A. Is face centered cubic structure B. Has magnetic phase C. Exists below 727o C D. Has body centered cubic structure ANSWER: A 10. What is the crystal structure of Alpha-ferrite? A. Body centered cubic structure B. Face centered cubic structure C. Orthorhombic crystal structure D. Tetragonal crystal structure ANSWER: A 11. In Iron-Carbon equilibrium diagram, at which temperature cementite changes fromferromagnetic to paramagnetic character? A. -
Cast Irons$ KB Rundman, Michigan Technological University, Houghton, MI, USA F Iacoviello, Università Di Cassino E Del Lazio Meridionale, DICEM, Cassino (FR), Italy
Cast Irons$ KB Rundman, Michigan Technological University, Houghton, MI, USA F Iacoviello, Università di Cassino e del Lazio Meridionale, DICEM, Cassino (FR), Italy r 2016 Elsevier Inc. All rights reserved. 1 Metallurgy of Cast Iron 1 2 Solidification of a Hypoeutectic Gray Iron Alloy With CE¼4.0 3 3 Matrix Microstructures in Graphitic Cast Irons – Cooling Below the Eutectic 3 4 Microstructure and Mechanical Properties of Gray Cast Iron 4 5 Effect of Carbon Equivalent 5 6 Effect of Matrix Microstructure 5 7 Effect of Alloying Elements 5 8 Classes of Gray Cast Irons and Brinell Hardness 5 9 Ductile Cast Iron 5 10 Production of Ductile Iron 6 11 Solidification and Microstructures of Hypereutectic Ductile Cast Irons 6 12 Mechanical Properties of Ductile Cast Iron 7 13 As-cast and Quenched and Tempered Grades of Ductile Iron 8 14 Malleable Cast Iron, Processing, Microstructure, and Mechanical Properties 8 15 Compacted Graphite Iron 9 16 Austempered Ductile Cast Iron 9 17 The Metastable Phase Diagram and Stabilized Austenite 9 18 Control of Mechanical Properties of ADI 10 19 Conclusion 10 References 11 Further Reading 11 Cast irons have played an important role in the development of the human species. They have been produced in various compositions for thousands of years. Most often they have been used in the as-cast form to satisfy structural and shape requirements. The mechanical and physical properties of cast irons have been enhanced through understanding of the funda- mental relationships between microstructure (phases, microconstituents, and the distribution of those constituents) and the process variables of iron composition, heat treatment, and the introduction of significant additives in molten metal processing. -
Why We Need to Assure Adequacy of Zinc
Aunt Cathy’s Guide to Nutrition: Sanford Nutrition Therapy Dept. 1/15 Thinking about Clinical/Medical Nutrition Issues and Applications of RDAs, RDI, DRIs, ULS, AIs, etc.: Why We Need to Assure Adequacy of Zinc (from the series “How Am I Supposed to Remember All This Stuff?!”) Aunt Cathy Cathy Breedon PhD, RD, CSP, FADA, FAND Clinical and Metabolic Nutrition Specialist / Prenatal/Pediatric Nutrition Specialist Sanford Medical Center, and Clinical Associate Professor UND School of Medicine, Fargo, ND • Zinc is a necessary mineral cofactor needed for over 200 enzymes to work. • Not having enough screws stuff up a LOT. • What kinds of things won’t work well if zinc is inadequate? Read on … 1 Memory Tricks for ZINC Many people remember things best if they also see pictures, so here are some pictures identifying some specific places in the body for which zinc is absolutely essential. Other folks remember things best if they hear them … so if you are one of those people, be sure to read the descriptor for each function of zinc out loud. The Zinc Story: “Zinco” (Zorro’s more irritating cousin) has just marked the places where people need zinc for their bodies to operate. Just picture the fellow on the left to remember that zinc is needed all over the body. It is a co-factor for over 200 enzymes! In other words … I dare you to name a body part that is not dependent on adequacy of zinc! Here are some specific places where he marked things with a Z for Zinc: Zinc is need to make DNA So Zinc is needed And Zinc is needed to to make new cells for babies -
Adverse Health Effects of Heavy Metals in Children
TRAINING FOR HEALTH CARE PROVIDERS [Date …Place …Event …Sponsor …Organizer] ADVERSE HEALTH EFFECTS OF HEAVY METALS IN CHILDREN Children's Health and the Environment WHO Training Package for the Health Sector World Health Organization www.who.int/ceh October 2011 1 <<NOTE TO USER: Please add details of the date, time, place and sponsorship of the meeting for which you are using this presentation in the space indicated.>> <<NOTE TO USER: This is a large set of slides from which the presenter should select the most relevant ones to use in a specific presentation. These slides cover many facets of the problem. Present only those slides that apply most directly to the local situation in the region. Please replace the examples, data, pictures and case studies with ones that are relevant to your situation.>> <<NOTE TO USER: This slide set discusses routes of exposure, adverse health effects and case studies from environmental exposure to heavy metals, other than lead and mercury, please go to the modules on lead and mercury for more information on those. Please refer to other modules (e.g. water, neurodevelopment, biomonitoring, environmental and developmental origins of disease) for complementary information>> Children and heavy metals LEARNING OBJECTIVES To define the spectrum of heavy metals (others than lead and mercury) with adverse effects on human health To describe the epidemiology of adverse effects of heavy metals (Arsenic, Cadmium, Copper and Thallium) in children To describe sources and routes of exposure of children to those heavy metals To understand the mechanism and illustrate the clinical effects of heavy metals’ toxicity To discuss the strategy of prevention of heavy metals’ adverse effects 2 The scope of this module is to provide an overview of the public health impact, adverse health effects, epidemiology, mechanism of action and prevention of heavy metals (other than lead and mercury) toxicity in children. -
Iron in Minnesota's Ground Water
Iron in Minnesota’s Ground Water Environmental Outcomes Division Ground Water May 1999 Monitoring & Assessment What is iron? is soil beneath metal recyclers. However, Program Iron is a chemical element that is widely despite these high concentrations, only distributed in geologic materials. Iron is small quantities of iron are likely to leach slowly released from soil and rocks to to the ground water. ground water. What is considered a safe level of iron The fate of iron in ground water depends in ground water? on the form of iron present. Under The Secondary Maximum Contaminant reducing conditions, ferrous iron (FeII or Level (SMCL) for iron is 0.30 mg/L. Fe+2) occurs. Under oxidizing This standard is not based on human conditions, ferric iron (FeIII or Fe3+) health effects. Iron stains plumbing dominates. Concentrations of ferrous fixtures and clothing. The SMCL is iron in ground or surface water may be based on the concentration of dissolved more than 1 mg/L (part per million). iron in ground water. Ferric iron, although relatively insoluble, forms complexes with other chemicals or How is iron distributed in Minnesota with suspended material. ground water? Iron exceeded the SMCL of 0.30 mg/L What are sources of iron in ground in about 70 percent of the wells sampled water? in the Ground Water Monitoring and Most iron in Minnesota’s ground water Assessment Program (GWMAP) occurs naturally. Iron exists at high statewide baseline network of 954 wells. concentrations in many types of rocks. The concentration of dissolved iron will Concentrations may be as high as 40,000 be smaller since samples were not mg/kg (parts per million) in igneous filtered. -
Iron in Drinking-Water
WHO/SDE/WSH/03.04/08 English only Iron in Drinking-water Background document for development of WHO Guidelines for Drinking-water Quality __________________ Originally published in Guidelines for drinking-water quality, 2nd ed. Vol. 2. Health criteria and other supporting information. World Health Organization, Geneva, 1996. © World Health Organization 2003 All rights reserved. Publications of the World Health Organization can be obtained from Marketing and Dissemination, World Health Organization, 20 Avenue Appia, 1211 Geneva 27, Switzerland (tel: +41 22 791 2476; fax: +41 22 791 4857; email: [email protected]). Requests for permission to reproduce or translate WHO publications – whether for sale or for noncommercial distribution – should be addressed to Publications, at the above address (fax: +41 22 791 4806; email: [email protected]). The designations employed and the presentation of the material in this publication do not imply the expression of any opinion whatsoever on the part of the World Health Organization concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The mention of specific companies or of certain manufacturers’ products does not imply that they are endorsed or recommended by the World Health Organization in preference to others of a similar nature that are not mentioned. Errors and omissions excepted, the names of proprietary products are distinguished by initial capital letters. The World Health Organization does not warrant that the information contained in this publication is complete and correct and shall not be liable for any damages incurred as a result of its use.