UNDERSTANDING the BASICS TESTING Load Cell Echanical Testing Deals F the Results of Tests Crosshead with the Response of Commonly Used to Metals to Applied Forces

Total Page:16

File Type:pdf, Size:1020Kb

UNDERSTANDING the BASICS TESTING Load Cell Echanical Testing Deals F the Results of Tests Crosshead with the Response of Commonly Used to Metals to Applied Forces mechanical.qxp 3/4/2005 9:15 AM Page 1 MECHANICAL UNDERSTANDING THE BASICS TESTING Load cell echanical testing deals F The results of tests Crosshead with the response of commonly used to metals to applied forces. M Considered in this article Screw measure the properties of are the common testing techniques heat treated parts provide related to the mechanical failure of AF=σA metals. These include tension (ten- 1 information about how Specimen sile and transverse rupture), torsion, well design requirements hardness, fatigue, creep and stress- are met. Test data also can rupture, and impact tests. Residual stress and statistical analysis of me- help ID production chanical property data are also F Base briefly covered. problems before they Fig. 1 — Typical tensile tester: a screw- driven electromechanical system. (Ref. 1) become critical. Tension Testing Tensile, transverse rupture, and Strain to fracture Daniel H. Herring* other tension tests are widely used Uniform strain s Herring Group Inc. to provide basic design information Necking Fracture Elmhurst, Illinois on the strength of materials and as begins acceptance tests for the specification Offset yield strength Tensile of materials. The basic parameters strength used to determine the stress-strain Fracture stress behavior of a metal are its tensile Engineering stress, strength (ultimate tensile strength), yield strength (tensile yield strength) Engineering strain, e and yield point, elongation (or per- Fig. 2 — Engineering stress-strain curve. cent elongation), and reduction in Intersection of the dashed line with the curve determines the offset yield strength. (Ref. 2) area. The first three are strength properties; the other two, measures this portion of the test, the specimen of ductility. will return to its original length. This Tensile tests are designed to “pull” is called elastic deformation. The pro- a specimen to failure (Fig. 1). The de- portionality between the stress and structive test measures the force and strain is the elastic modulus (mod- stretch of a material during testing. ulus of elasticity or Young’s mod- The test plots “stress” versus “strain” ulus). The modulus of elasticity is de- (Fig. 2). Stress is the (applied) load termined by the binding forces of the divided by the cross-sectional area atoms and since these forces cannot of the test specimen at its center. be changed without changing the Strain is the change in a dimension basic nature of the material, it follows divided by the original dimension, that this is one of the most structure and is measured over the central por- insensitive mechanical properties. tion of the specimen length (where With continued loading and the cross section is constant). stretching, the tensile specimen per- As the specimen is stretched, the manently deforms, exhibiting plastic load required to induce each level of deformation. The yield strength is strain is measured. When the load is the stress at which the specimen first applied the tensile specimen shifts from elastic (recoverable) stretches in proportion to the applied stretching to plastic (permanent) de- * Member, ASM Heat Treating Society load. If the load is removed during formation. By standard convention, HEAT TREATING PROGRESS • MARCH/APRIL 2005 31 mechanical.qxp 3/4/2005 9:16 AM Page 2 the reported yield strength corre- elasticity in shear, torsional yield sponds to a plastic strain of 0.2% strength, and modulus of rupture. (where observable deformation has Any part subject to torsional loading Indent taken place) in service, such as shafts and axles, Diagonal or Tensile strength is the highest should be torsion tested. Test Indenter(s) diameter stress encountered in the tensile test. Torsion testers (Fig. 3) consist of a Brinell Ball indenter, 1–7 mm For many steels this corresponds to twisting head, with a chuck for grip- 10 mm (0.4 in.) (0.04–0.28 in.) the stress at fracture. For very duc- ping the specimen and for applying or 2.5 mm (0.1 in.) tile steels, the stress at fracture is the twisting moment, and a in diameter lower than the tensile strength. For weighing head, which grips the very brittle steels, the yield strength other end of the specimen and meas- is the same as the tensile strength ures the twisting moment, or torque. (and fracture strength). Deformation of the specimen is A common measure of ductility is monitored by a twist measuring de- Rockwell 120° diamond 0.1–1.5 mm the elongation (given as total stretch vice called a troptometer. cone, (0.004–0.06 in.) to failure divided by the initial spec- A torsion test specimen typically 1.6–13 mm (1/16–1/2 in.) imen-center test length, or gage has a circular cross section (the sim- length). Elongation is a dimension- plest geometry for calculation of Rockwell As for 0.1–0.7 mm Rockwell (0.004–0.03 in.) less number, expressed as a per- stress). Since the shear stress in the superficial centage. Another measure of ductility elastic range varies linearly from is reduction in area, also dimension- zero at the center of the specimen to Vickers 136° diamond Measure pyramid diagonal, less and expressed as a percentage. a maximum at the surface, it is fre- not diameter Reduction in area is a measure of the quently desirable to test a thin-wall change in cross sectional area at the tubular specimen. This results in a point of failure (change in area di- nearly uniform shear stress over the µ vided by the original area). cross section. Micro- 136° diamond 40 m The transverse rupture test is a Torsion test results can be used to hardness indenter or (0.16 micro-in.) strength test designed for low-duc- validate or expand on the informa- a Knoop indenter tility materials, including carbides tion gleaned from tensile testing. Tor- and powder metallurgy (P/M) ma- sion testing provides a more funda- terials. This destructive test involves mental measure of the plasticity of a µ Ultrasonic 136° diamond 15–50 m bending rather than pulling of the material than does tension testing. It pyramid (0.06–0.2 specimen. Maximum load, specimen directly yields a shear stress-shear micro-in.) dimensions, and test time are used strain curve. In torsion, the critical to calculate the stress needed to shear stress for plastic flow is cause failure. A typical transverse reached before the critical normal rupture strength is 1.5 to 2 times the stress for fracture; while in tension, tensile strength the critical normal stress is reached before the critical shear stress. Torsion Testing ment, heat treaters probably are most Torsion testing is used to deter- Hardness Testing familiar with the hardness tester. Al- mine such properties as modulus of Among mechanical testing equip- most every shop has either a Rock- well-scale or Rockwell superficial- Hydraulic Servo-valve scale tester. The Rockwell scales are power Hydraulic motor Test specimen Rotary Torque cell those most often used for ferrous ma- transducer Radiant terials. Many shops also have Brinell furnace and microhardness or microinden- tation hardness testers. These and other indentation hardness tests are compared in Table 1. Saddle In general, hardness usually im- Lathe bed plies a resistance to deformation. For a metal, the property is a measure of its resistance to permanent or plastic deformation. Hardness measuring Vacuum Furnace pump controller methods can be sorted into three general types, depending upon the manner in which the tests are con- Fig. 3 — Typical torsion tester: a servo-controlled, hot torsion machine mounted on a lathe ducted: scratch hardness, indenta- bed. Shafts and axles are among the parts that should be torsion tested. (Ref. 3) tion hardness, and rebound, or dy- 32 HEAT TREATING PROGRESS • MARCH/APRIL 2005 mechanical.qxp 3/4/2005 9:16 AM Page 3 Table 1 — Comparison of indentation hardness tests (Ref. 4) Method of Surface Tests per Depth1 Load(s) measurement preparation hour Applications Remarks Up to 0.3 mm 3000 kgf Measure Specially 50 with Large forged Damage to specimen (0.01 in.) and for ferrous diameter of ground area diameter and cast parts minimized by use 1 mm (0.04 in.), metals; indent under for measurements of lightly loaded respectively, down to microscope; measurements ball indenter; with 2.5 mm 100 kgf for read of diameter indent will then be (0.1 in.) and soft metals hardness less than a 10 mm (0.4 in.) from tables Rockwell indent in diameter balls 25–375 µm Major, Read hardness No 300 manually, Forgings, Measure depth of (0.1–1.48 60–150 kgf;directly from preparation 900 castings, penetration, not micro-in.) Minor, meter ornecessary on automatically roughly diameter 10 kgf digital display many surfaces machined parts 10–110 µm Major, As for Machined As for Critical A surface test of case (0.04–0.43 15–45 kgf; Rockwell surface, ground Rockwell surfaces of hardening and micro-in.) Minor, 3 kgf finished parts annealing 30–100 µm 1–120 kgf Measure Smooth clean Up to 180 Fine finished Small indent but high (0.12–0.4 indent with surface, surfaces, local stresses micro-in.) low-power symmetrical thin specimens microscope; if not flat read hardness from tables 1–4 µm 1 gf–1 kgf Measure Polished Up to 60 Surface layers, Laboratory test used on (0.004–0.016 indent with surface thin stock, brittle materials or micro-in.) low-power down to microstructural microscope; 200 µm constituents read hardness (0.008 in.) from tables 4–18 µm 800 gf Direct readout Surface better 1200 (limited Thin stock Calibration for Young’s (0.016–0.07 onto meter or than 1.2 µm by speed and finished modulus necessary; micro-in.) digital display (0.004 micro-in.) at which surfaces in 100% testing of finished for accurate operator any position parts; completely work; can read nondestructive otherwise, up display) to 3 µm (0.012 micro-in.) 1.The minimum material thickness for a test is usually taken to be 10 times the indent depth.
Recommended publications
  • 10-1 CHAPTER 10 DEFORMATION 10.1 Stress-Strain Diagrams And
    EN380 Naval Materials Science and Engineering Course Notes, U.S. Naval Academy CHAPTER 10 DEFORMATION 10.1 Stress-Strain Diagrams and Material Behavior 10.2 Material Characteristics 10.3 Elastic-Plastic Response of Metals 10.4 True stress and strain measures 10.5 Yielding of a Ductile Metal under a General Stress State - Mises Yield Condition. 10.6 Maximum shear stress condition 10.7 Creep Consider the bar in figure 1 subjected to a simple tension loading F. Figure 1: Bar in Tension Engineering Stress () is the quotient of load (F) and area (A). The units of stress are normally pounds per square inch (psi). = F A where: is the stress (psi) F is the force that is loading the object (lb) A is the cross sectional area of the object (in2) When stress is applied to a material, the material will deform. Elongation is defined as the difference between loaded and unloaded length ∆푙 = L - Lo where: ∆푙 is the elongation (ft) L is the loaded length of the cable (ft) Lo is the unloaded (original) length of the cable (ft) 10-1 EN380 Naval Materials Science and Engineering Course Notes, U.S. Naval Academy Strain is the concept used to compare the elongation of a material to its original, undeformed length. Strain () is the quotient of elongation (e) and original length (L0). Engineering Strain has no units but is often given the units of in/in or ft/ft. ∆푙 휀 = 퐿 where: is the strain in the cable (ft/ft) ∆푙 is the elongation (ft) Lo is the unloaded (original) length of the cable (ft) Example Find the strain in a 75 foot cable experiencing an elongation of one inch.
    [Show full text]
  • Transportation Vehicle Light-Weighting with Polymeric Glazing and Mouldings
    GCEP Final Report for Advanced Transportation Transportation Vehicle Light-Weighting with Polymeric Glazing and Mouldings Investigators Reinhold H. Dauskardt, Professor; Yichuan Ding, Graduate Researcher; Siming Dong, Graduate Researcher; Dongjing He, Summer student; Material Science and Engineering, Stanford University. Abstract Polymeric glazing and mouldings are an extremely high “want” from the transportation community, enabling more creative designs as well as improved part consolidation。 However, plastic windows and mouldings must have high-performance and low-cost protective coating systems with lifetimes in excess of 10 years. Current polymeric glazings do not meet durability/performance requirements for near-term implementation. Our project targets new coating system manufacturing to address durability and cost issues necessary to meet or exceed transportation engineering requirements. Atmospheric plasma deposition (APD) is an emerging technique that enables plasma deposition of coatings on large and/or complex geometry substrates in ambient air without the need for expensive vacuum or inert manufacturing platforms. It is an environmentally friendly and solvent-free technique, minimizing chemical waste throughout the process as well as greenhouse gas emissions when compared to current wet chemistry aqueous sol-gel manufacturing techniques. Low deposition temperatures (<50°C) allows the deposition on plastic and organic substrates. Using our state-of-the-art APD coating capabilities, we have demonstrated the ability to deposit highly transparent bilayer organosilicate coatings with superior combinations of elastic modulus and adhesion compared to commercial sol-gel coatings. The bilayer is deposited on large substrates by atmospheric plasma, in ambient air, at room temperature, in a one-step process, using a single inexpensive precursor. The significantly improved elastic modulus translates into improved durability and resistance to scratching and environmental degradation.
    [Show full text]
  • Correlation of Hardness Values to Tensile Strength
    Correlation of Hardness Values to Tensile Strength Semih Genculu, P.E. Various procedures and approaches are utilized to determine if a given material is suitable for a certain application. The material may be tested for its ability to deform satisfactorily during a forming operation, or perhaps for its ability to operate under a certain stress level at high temperatures. For technological purposes, economy and ease of testing are important factors. Hardness tests: In many cases it is possible to substitute for the relatively time consuming and costly tensile test with a more convenient test of the plastic deformation behavior of metals, a hardness test. Hardness is defined as resistance of a material to penetration of its surface, and the majority of commercial hardness testers force a small penetrator (indenter) into the metal by means of an applied load. A definite value is obtained as the hardness of the metal, and this number can be related to the tensile strength of the metal. In the Rockwell test, hardness is measured by the depth to which the penetrator moves under a fixed load. The elastic component of the deformation is subtracted from the total movement. In the Brinell and Vickers/Knoop scales, on the other hand, the hardness is measured by dividing the load by the area of an indentation formed by pressing the corresponding indenters into the metal. Therefore while the Rockwell number is read directly from a gage, which is part of the tester, the Brinell and Vickers/Knoop require optical measurements of the diameters or diagonals, respectively. While all indentation hardness tests may be thought to serve the same purpose, each one has definite advantages with some being more applicable to certain types of materials and size and shape parts than the others.
    [Show full text]
  • Guide to Copper Beryllium Wire Bar Tube Plate
    strip rod Guide to Copper Beryllium wire bar tube plate Brush Wellman is the leading worldwide supplier of High Performance Copper Alloys, including Copper Beryllium. We provide manufacturing excellence in the form of high reliability products and services to satisfy our customers’ most demanding applications. We provide these services in a culture of local support and global teamwork. © 2002 Brush Wellman Inc. Cleveland, Ohio Product Guide - Strip Content Alloy Guide . 3 Wrought Alloys. 4 Wrought Products . 5 Physical Properties . 6 Product Guide . 7 Strip . 8 Temper Designations . 9 Mechanical and Electrical Properties. 10 Forming . 12 Stress Relaxation . 13 Wire. 14 Rod, Bar and Tube . 16 Plate and Rolled Bar. 18 Forgings and Extrusions . 20 Drill String Products . 21 Other Products and Services . 22 Engineering Guide. 23 Heat Treatment Fundamentals. 24 Phase Diagrams . 24 Cold Work Response . 25 Age Hardening . 26 Microstructures . 29 Cleaning and Finishing. 30 Joining-Soldering, Brazing and Welding. 31 Machining. 32 Hardness . 33 Fatigue Strength . 35 Corrosion Resistance . 36 Other Attributes . 37 Your Supplier . 39 This is Brush Wellman . 40 Company History. 40 Corporate Profile. 40 Mining and Manufacturing.. 41 Product Distribution . 42 Customer Service . 43 Quality . 43 Safe Handling . 44 2 Alloy Guide Wrought Alloys 4 Wrought Products 5 Physical Properties 6 The copper beryllium alloys commonly supplied in wrought product form are highlighted in this section. Wrought products are those in which final shape is achieved by working rather than by casting. Cast alloys are described in separate Brush Wellman publications. Although the alloys in this guide are foremost in the line that has established Brush Wellman’s worldwide reputation for quality, they are not the only possibilities.
    [Show full text]
  • 1 Introduction to Hardness Testing
    Copyright © 1999 ASM International ® Hardness Testing, 2nd Edition, 06671G All rights reserved. Harry Chandler, editor www.asminternational.org 1 Introduction to Hardness Testing Hardness has a variety of meanings. To the metals industry, it may be thought of as resistance to permanent deformation. To the metallurgist, it means resistance to penetration. To the lubrication engineer, it means resis- tance to wear. To the design engineer, it is a measure of flow stress. To the mineralogist, it means resistance to scratching, and to the machinist, it means resistance to machining. Hardness may also be referred to as mean contact pressure. All of these characteristics are related to the plastic flow stress of materials. Measuring Hardness Hardness is indicated in a variety of ways, as indicated by the names of the tests that follow: • Static indentation tests: A ball, cone, or pyramid is forced into the sur- face of the metal being tested. The relationship of load to the area or depth of indentation is the measure of hardness, such as in Brinell, Knoop, Rockwell, and Vickers hardness tests. • Rebound tests: An object of standard mass and dimensions is bounced from the surface of the workpiece being tested, and the height of rebound is the measure of hardness. The Scleroscope and Leeb tests are exam- ples. • Scratch file tests: The idea is that one material is capable of scratching another. The Mohs and file hardness tests are examples of this type. • Plowing tests: A blunt element (usually diamond) is moved across the surface of the workpiece being tested under controlled conditions of load Copyright © 1999 ASM International ® Hardness Testing, 2nd Edition, 06671G All rights reserved.
    [Show full text]
  • Schaum's Outlines Strength of Materials
    Strength Of Materials This page intentionally left blank Strength Of Materials Fifth Edition William A. Nash, Ph.D. Former Professor of Civil Engineering University of Massachusetts Merle C. Potter, Ph.D. Professor Emeritus of Mechanical Engineering Michigan State University Schaum’s Outline Series New York Chicago San Francisco Lisbon London Madrid Mexico City Milan New Delhi San Juan Seoul Singapore Sydney Toronto Copyright © 2011, 1998, 1994, 1972 by The McGraw-Hill Companies, Inc. All rights reserved. Except as permitted under the United States Copyright Act of 1976, no part of this publication may be reproduced or distributed in any form or by any means, or stored in a database or retrieval system, without the prior written permission of the publisher. ISBN: 978-0-07-163507-3 MHID: 0-07-163507-6 The material in this eBook also appears in the print version of this title: ISBN: 978-0-07-163508-0, MHID: 0-07-163508-4. All trademarks are trademarks of their respective owners. Rather than put a trademark symbol after every occurrence of a trademarked name, we use names in an editorial fashion only, and to the benefi t of the trademark owner, with no intention of infringement of the trademark. Where such designations appear in this book, they have been printed with initial caps. McGraw-Hill eBooks are available at special quantity discounts to use as premiums and sales promotions, or for use in corporate training programs. To contact a representative please e-mail us at [email protected]. This publication is designed to provide accurate and authoritative information in regard to the subject matter covered.
    [Show full text]
  • Strength Versus Gravity
    3 Strength versus gravity The existence of any differences of height on the Earth’s surface is decisive evidence that the internal stress is not hydrostatic. If the Earth was liquid any elevation would spread out horizontally until it disap- peared. The only departure of the surface from a spherical form would be the ellipticity; the outer surface would become a level surface, the ocean would cover it to a uniform depth, and that would be the end of us. The fact that we are here implies that the stress departs appreciably from being hydrostatic; … H. Jeffreys, Earthquakes and Mountains (1935) 3.1 Topography and stress Sir Harold Jeffreys (1891–1989), one of the leading geophysicists of the early twentieth century, was fascinated (one might almost say obsessed) with the strength necessary to support the observed topographic relief on the Earth and Moon. Through several books and numerous papers he made quantitative estimates of the strength of the Earth’s interior and compared the results of those estimates to the strength of common rocks. Jeffreys was not the only earth scientist who grasped the fundamental importance of rock strength. Almost ifty years before Jeffreys, American geologist G. K. Gilbert (1843–1918) wrote in a similar vein: If the Earth possessed no rigidity, its materials would arrange themselves in accordance with the laws of hydrostatic equilibrium. The matter speciically heaviest would assume the lowest position, and there would be a graduation upward to the matter speciically lightest, which would constitute the entire surface. The surface would be regularly ellipsoidal, and would be completely covered by the ocean.
    [Show full text]
  • DEPARTMENT of ENGINEERING Course CE 25200 – Strength of Materials Cross-Listed Course ME 25200 – Strength of Ma
    DEPARTMENT OF ENGINEERING Course CE 25200 – Strength of Materials Cross-listed Course ME 25200 – Strength of Materials Type of Course Required for CE program Catalog Description Plane stress, plane strain, and stress-strain laws. Applications of stress and deformation analysis to members subjected to centric, torsional, flexural, and combined loading. Introduction to theories of failure, buckling, and energy methods. Credits 3 Contact Hours 3 Prerequisite Courses CE 25000 Corequisite Courses None Prerequisites by Classification of forces Topics Equilibrium of a rigid body Internal forces Centroids and moments of inertia Textbook Mechanics of Materials, William F. Riley, Leroy D. Sturges, and Dan H. Morris, John Wiley & Sons, current edition. Course Objectives To provide basic knowledge in mechanics of materials so that the students can solve real engineering problems and design engineering systems. Course Outcomes Students who successfully complete this course will have demonstrated an ability to: 1. Understand the concepts of stress and strain at a point as well as the stress-strain relationships for homogenous, isotropic materials. (e) 2. Calculate the stresses and strains in axially-loaded members, circular torsion members, and members subject to flexural loadings. (a, e) 3. Calculate the stresses and strains associated with thin-wall spherical and cylindrical pressure vessels. (a, e) Department Syllabus CE – 25200 Page | 1 4. Determine the stresses and strains in members subjected to combined loading and apply the theories of failure for static loading. (a, e) 5. Determine and illustrate principal stresses, maximum shearing stress, and the stresses acting on a structural member. (a, e) 6. Determine the deflections and rotations produced by the three fundamental types of loads: axial, torsional, and flexural.
    [Show full text]
  • Hardness - Yield Strength Relation of Al-Mg-Si Alloys with Enhanced Strength and Conductivity V.D
    IOP Conference Series: Materials Science and Engineering PAPER • OPEN ACCESS Related content - Precipitates studies in ultrafine-grained Al Hardness - Yield Strength Relation of Al-Mg-Si alloys with enhanced strength and conductivity V.D. Sitdikov, M.Yu. Murashkin and R.Z. Alloys Valiev - The Contrast of Electron Microscope To cite this article: Aluru Praveen Sekhar et al 2018 IOP Conf. Ser.: Mater. Sci. Eng. 338 012011 Images of Thick Crystalline Object. Experiment with an Al-Mg-Si Alloy at 50- 100 kV. Toshio Sahashi - Microstructure features and mechanical View the article online for updates and enhancements. properties of a UFG Al-Mg-Si alloy produced via SPD E Bobruk, I Sabirov, V Kazykhanov et al. This content was downloaded from IP address 170.106.33.14 on 24/09/2021 at 15:30 NCPCM 2017 IOP Publishing IOP Conf. Series: Materials Science and Engineering1234567890 338 (2018)‘’“” 012011 doi:10.1088/1757-899X/338/1/012011 Hardness - Yield Strength Relation of Al-Mg-Si Alloys Aluru Praveen Sekhar*, Supriya Nandy, Kalyan Kumar Ray and Debdulal Das Department of Metallurgy and Materials Engineering, Indian Institute of Engineering Science and Technology, Shibpur, Howrah - 711103, West Bengal, India *Corresponding author E-mail address: [email protected] Abstract: Assessing the mechanical properties of materials through indentation hardness test is an attractive method, rather than obtaining the properties through destructive approach like tensile testing. The present work emphasizes on the relation between hardness and yield strength of Al-Mg-Si alloys considering Tabor type equations. Al-0.5Mg-0.4Si alloy has been artificially aged at various temperatures (100 to 250 oC) for different time durations (0.083 to 1000 h) and the ageing response has been assessed by measuring the Vickers hardness and yield strength.
    [Show full text]
  • Calculation of the Hardness of a Multi-Element Equiatomic Metal Alloy
    Modern Approaches on Material Science DOI: 10.32474/MAMS.2020.02.000136 ISSN: 2641-6921 Mini Review Calculation of the Hardness of a Multi-Element Equiatomic Metal Alloy Zakarian DA* and Khachatrian AV Frantzevich Institute for Problems of Materials Science NAS Ukraine, Kiev *Corresponding author: Zakarian DA, Frantzevich Institute for Problems of Materials Science NAS Ukraine, Kiev Received: December 20, 2019 Published: January 16, 2020 Abstract A phenomenological approach has been developed for the mathematical description of the hardening of high-entropy alloys (HEAs) and a quantitative assessment of their hardness. It is shown that in HEAs with a bcc lattice, the degree of hardening is always greater than in HEAs with a fcc lattice (with the same number of elements in alloys). To calculate the relative hardening of the alloy, hardnessthe type of and crystal degree lattice of hardening and its parameter of multi-element value are alloys required. (HEAS). The calculation results are consistent with experimental data. Basic parameters of HEAs are calculated from first principles. The proposed method can be considered acceptable for assessing the Keywords: Multielement alloys; energy of interaction of elements; mismatch parameter; distortion density; hardness; heas Introduction difference in the radii of the atoms present in the alloy. Basically, One of the most common characteristics that determine the the mean quadratic displacement of atoms from the equilibrium quality of metals and alloys, the possibility of their use in various position in an ideal, undistorted lattice is used as a mismatch designs and under various working conditions, is hardness. parameter [1,2]. Hardness tests are performed more often than determining other mechanical characteristics of metals: strength, elongation, etc.
    [Show full text]
  • 5. Mechanical Properties and Performance of Materials
    5. MECHANICAL PROPERTIES AND PERFORMANCE OF MATERIALS Samples of engineering materials are subjected to a wide variety of mechanical tests to measure their strength, elastic constants, and other material properties as well as their performance under a variety of actual use conditions and environments. The results of such tests are used for two primary purposes: 1) engineering design (for example, failure theories based on strength, or deflections based on elastic constants and component geometry) and 2) quality control either by the materials producer to verify the process or by the end user to confirm the material specifications. Because of the need to compare measured properties and performance on a common basis, users and producers of materials use standardized test methods such as those developed by the American Society for Testing and Materials (ASTM) and the International Organization for Standardization (ISO). ASTM and ISO are but two of many standards-writing professional organization in the world. These standards prescribe the method by which the test specimen will be prepared and tested, as well as how the test results will be analyzed and reported. Standards also exist which define terminology and nomenclature as well as classification and specification schemes. The following sections contain information about mechanical tests in general as well as tension, hardness, torsion, and impact tests in particular. Mechanical Testing Mechanical tests (as opposed to physical, electrical, or other types of tests) often involves the deformation or breakage of samples of material (called test specimens or test pieces). Some common forms of test specimens and loading situations are shown in Fig 5.1.
    [Show full text]
  • Rock and Mineral Identification for Engineers
    Rock and Mineral Identification for Engineers November 1991 r~ u.s. Department of Transportation Federal Highway Administration acid bottle 8 granite ~~_k_nife _) v / muscovite 8 magnify~in_g . lens~ 0 09<2) Some common rocks, minerals, and identification aids (see text). Rock And Mineral Identification for Engineers TABLE OF CONTENTS Introduction ................................................................................ 1 Minerals ...................................................................................... 2 Rocks ........................................................................................... 6 Mineral Identification Procedure ............................................ 8 Rock Identification Procedure ............................................... 22 Engineering Properties of Rock Types ................................. 42 Summary ................................................................................... 49 Appendix: References ............................................................. 50 FIGURES 1. Moh's Hardness Scale ......................................................... 10 2. The Mineral Chert ............................................................... 16 3. The Mineral Quartz ............................................................. 16 4. The Mineral Plagioclase ...................................................... 17 5. The Minerals Orthoclase ..................................................... 17 6. The Mineral Hornblende ...................................................
    [Show full text]