CIV204 MATERIALS OF CONSTRUCTION (2+2 ECTS 6)
|
|
- Dayna Parsons
- 6 years ago
- Views:
Transcription
1 CIV204 MATERIALS OF CONSTRUCTION Aims of the Course (2+2 ECTS 6) To provide students comprehensive information on the basic engineering properties of most common construction materials. To introduce technologies of basic construction materials such as concrete, steel, and composite materials. To provide information about the structure of construction materials.
2 2
3 No cell-phone during class. Do not be late for the class! Regular class and lab application attendance is mandotory. 3
4 Materials for Civil and Construction Engineers CHAPTER 1 Materials Engineering Concepts
5 INTRODUCTION Common civil engineering materials: steel mineral aggregates concrete masonry asphalt wood soil for geotechnical engineers Less common materials aluminum glass plastic Fiber-reinforced composites Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 5
6 New Materials Advances in polymers adhesives composites geotextiles coatings synthetics High performance materials higher strength to weight ratio improved durability lower costs Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 6
7 Material Selection Considerations Economic factors Mechanical properties Non-mechanical properties Production/construction considerations Aesthetic properties Sustainable considerations Emphasis client s needs facility s function Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 7
8 1.1 Economic Factors Factors to be considered availability and cost of raw materials manufacturing costs transportation placing maintenance Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 8
9 1.2 Mechanical Properties Response of material to external loads All materials deform under load depending on: material properties magnitude and type of load geometry of the material element Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 9
10 Loading Conditions Static (Dead) Loads long term applied and removed slowly so no vibrations usually due to gravity Dynamic (Live) Loads short term shock or vibration periodic repeating wave form (rotating equipment) transient quick impulse that decays back to resting (vehicles) random never repeats (earthquake) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 10
11 Static loading implies a sustained loading of the structure over a period of time. Generally, static loads are slowly applied such that no shock or vibration is generated in the structure. Loads that remain in place for an extended period of time are called sustained (dead) loads. In civil engineering, much of the load the materials must carry is due to the weight of the structure and equipment in the structure. Loads that generate a shock or vibration in the structure are dynamic loads. Dynamic loads can be classified as periodic, random, or transient Periodic loading Random loading Transient loading Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 11
12 Stress-Strain Relations All solid materials deform under load stress is like force (or load) with the size factored out so that we can directly compare different sizes stress = force / area s = F / A (psi, ksi, kpa, MPa, GPa) strain is like deformation with the size factored out strain = deformation / original length e = DL / L 0 (%, in/in, mm/mm) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 12
13 Typical Stress-Strain Diagrams s e is usually linear in the low stress range but transforms into non-linear Glass and chalk Steel Aluminum alloys Concrete Soft rubber Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 13
14 Elastic Behavior Instantaneous response to load Returns to its original shape upon unloading stretches bonds between atoms without rearranging them Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 14
15 Linear & Non-Linear Behavior A linear material has a straight line stress-strain graph An elastic material returns to its original shape Non-linear elastic Linear elastic Non-linear inelastic Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 15
16 Properties of an Elastic Material Modulus of Elasticity or Young s Modulus E = Ds / De slope (rise over run) of the linear portion of stress-strain curve Poisson s Ratio n = -e l / e a relates lateral strain, e l, to axial strain, e a as material is stretched the cross section shrinks and vice versa for compression Range = 0 to 0.5 (practically 0.1 to 0.45) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 16
17 Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 17 Generalized Hooke's Law For three directions (3D = triaxial) E z y x x s s n s e E x z y y s s n s e E y x z z s s n s e y x z E E E A F z z y z z y x z ns s n e n s e s s s For axially loaded members, no stresses in the x and y directions
18 Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 18
19 Stress What if response is not linear? How do we find the slope (Modulus of Elasticity)? Initial Tangent Modulus Tangent Modulus Chord Modulus Secant Modulus Strain Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 19
20 Typical E Moduli and Poisson s Ratios Material Modulus of Elasticity (GPa) Poisson s Ratio Aluminum Brick Concrete Limestone ~58 Steel Wood Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 20
21 Elastoplastic Behavior Most materials are linear elastic in small stress range and then plastic the transition point is elastic limit Elastic stretches bonds between atoms without rearranging them recoverable deformations (springs back) Plastic atomic bonds slip past each other and rearrange permanent deformations (doesn t spring all the way back) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 21
22 Stress Elastic Limit New elastic limit Response to further loading follows original stress-strain behavior Force is applied resulting in stress and strain When force is removed, stress returns to zero. Path is parallel to the initial slope of the curve. Part of the strain is recovered, this is elastic behavior. Part of the strain is permanent, this is plastic behavior. Plastic Strain Elastic Strain Total Strain Strain Reloading will resume to the highest previous stress level. Elastic limit is reset to the previous highest stress level. Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 23
23 What if there s no clear transition point? Offset method Extension method Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 24
24 Elements of Stress-Strain Diagram Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 25
25 Definitions Proportional Limit transition between linear and non-linear behavior Elastic Limit (Yield Point) transition between elastic and plastic behavior maximum stress with full recovery Yielding strain continues with little or no increase in stress (after elastic limit) Ultimate Stress maximum stress on the curve (tensile or compressive strength) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 26
26 Definitions (Cont.) Rupture Stress point where specimen fractures or ruptures Brittle Material has little plastic deformation before failure (glass, concrete) Ductile Material has lots of plastic deformation before failure (structural steel, rubber) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 27
27 Viscoelastic Behavior Strain is an instantaneous response to stress in elastic and elasto-plastic materials. In some cases, materials exhibit both viscous and elastic responses, which are known as viscoelastic. Viscosity: Resistance to flow (i.e., to shear force) for linear materials: = shear stress/rate of shear strain, unit Pa.s or cp Viscoelastic materials have both elastic and viscous response have delayed response to load application. Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 28
28 Time dependent response of viscoelastic materials (a good example is asphalt or some plastics) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 29
29 Deformation in Viscoelastic materials depends on o Duration of load o Rate of loading A quick shock or pulse may cause little deformation, while a sustained (or slowly increasing) load can cause much deformation o Temperature Deformation increases with an increase in temperature (i.e.viscosity decreases). Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 30
30 Mechanisms associated with time-dependent deformation Creep Creep is the long-term deformation of the materials under sustained load. It can occur in metals, ionic and covalent cystals and amorphous materials. In order to observe a creep deformation on the materials, the load needs to be applied for a long time. For example, concrete, can creep over a period of decades. Viscous flow It is the other time-dependent behavior of materials under sustained loads. Viscous flow is associated only with amorphous materials and can occur under short term load duration. For example, asphalt pavements can deform under traffic loads with a load duration of only a fraction of a second. Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 31
31 Creep Behavior of time-dependent materials Relaxation Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 32
32 Rheological models used to model mechanically the time-dependent behavior of materials basic rheological elements Spring Dashpot St. Venant Rheological models are combinations of elements Prandtl Maxwell Kelvin Burgers Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 33
33 Rheological Models Rheological models are used to model mechanically the time-dependent behavior of materials. Rheology uses three basic elements, combined in either series or parallel to form models that define complex material behaviors. Linear spring Linear elastic material (Hook element) Dashpot (absorber) Perfectly viscous materials (Newtonian element) Sliding block Shows the threshold stress for movement Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 34
34 Rheological Models Maxwell Model Kelvin Model Prandtl Model Burgers Model (Standard solid body) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 35
35 Temperature & Time Effects Temperature affects mechanical behavior of all materials high temp = ductile low temp = brittle Impact fracture test measures toughness at different temperatures Viscoelastic materials like asphalt and polymers are greatly influenced by a change of only a few degrees Metals require a much greater temperature change but are similarly affected Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 36
36 Work & Energy Work (or Energy) = force x distance Modulus of Resilience: energy required to reach yield point Toughness: energy required to fracture Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 37
37 Several ways to fail fracture or breakage fatigue (repeated stress) general yielding buckling excessive deformation Failure and Safety For safety, structures are designed to carry loads greater than anticipated Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 38
38 Endurance Limit Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 39
39 Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 40
40 Factor of Safety FS = (allowable stress / actual stress) FS = s s FS is proportional to cost and is chosen by: cost failure allowable > 1 material variability accuracy in considering all loads possible misuse The factor of safety (FS) is defined as the ratio of the stress at failure to the allowable stress for design (maximum anticipated stress): accuracy in measuring material response (good testing?) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 41
41 1.3 Non-Mechanical Properties Other than load responses: Density and Unit Weight Thermal Expansion Surface Properties Abrasion & Wear Resistance Surface Texture Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 42
42 density = r = m / V Density and Unit Weight unit weight = g = W / V specific gravity G r r w Specific gravity is the ratio of the mass of a substance relative to the mass of an equal volume of the water. Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 43
43 Specific Gravity Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 44
44 Thermal Expansion All materials expand and contract with temperature Linear Coeff. of Thermal Expansion a L = (DL / DT) / L 0 Volumetric Coeff. of Thermal Expansion a V = (DV / DT) / V 0 for isotropic materials a V = 3a L Stresses develop because of different rates of thermal expansion and contraction for different materials that are connected together use expansion joints Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 45
45 Expansion joint Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 46
46 Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 47
47 Surface Characteristics Corrosion and Degradation Abrasion and Wear Resistance Surface Texture Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 48
48 1.4 Production and Construction Production availability and ability to fabricate material into desired shapes Construction ability to build the structure on site (trained work force) o High early strength concrete used for early traffic opening in pavement Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 49
49 1.5 Aesthetic Characteristics The civil engineer is responsible for working with the architect The mix of artistic and technical design skills makes the project acceptable to the community Engineers should understand that there are many factors beyond the technical needs that must be considered Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 50
50 1.6 Sustainable Design Sustainable design in the philosophy of designing physical objects, the built environment and services to comply with the principles of economic, social, and ecological sustainability. The materials used for CE projects are important to the sustainability of the project. The Green Building Council developed the Leadership in Environment and Energy Design, LEED, building rating system to evaluate the sustainability of the project. Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 51
51 Sustainable Design (Cont.) For new construction and major renovations the rating areas include: Sustainable sites Water efficiency Energy and atmosphere Materials and resources Indoor environmental quality Innovation in design Regional priority Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 52
52 1.7 Material Variability All materials have variability Some materials are more uniform than others o Steel vs. concrete vs. wood Three sources of variance: Material Sampling Testing Use good sampling and testing techniques to minimize those variabilities Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 53
53 Exactness of measurements Precision: measure many times and get same result Bias: tendency to deviate in one direction from true value Accuracy: close to true value; absence of bias Precise but not accurate Accurate but not precise Accurate and precise Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 54
54 Sampling Proper sampling must ensure that a random and representative sample is taken from the population (e.g., stockpile, lot, etc.) Random: have an equal chance of being selected Representative: perfect average of the entire stockpile Sample size: depends on materials variability & tolerance level of results more variability dictates a larger sample Rigorous statistical evaluations required for special applications: high quality asphalt and Portland cement concrete Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 55
55 Normal Distribution Describes many populations that occur in nature, including material properties Area under the curve between any two values represents the probability of occurrence Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 56
56 Control Charts Decrease inspection frequency Early detection of troubles Provide a record of quality Basis of acceptance Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 57
57 Caused by 3 factors: Procedural errors Experimental Error Are often undiscovered Machine errors (bias) If known and constant can be easily corrected Human errors Minimize by repetition, double-checking, etc. o Always do more than one test Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 58
58 1.8 Laboratory Measuring Devices Direct Ruler, dial gauge, calipers Physical & material properties are usually measured (time, deformation, force, etc.) Indirect LVDT, strain gauge, load cell measuring changes in electric voltage and relating to deformation, stress, or strain must be calibrated Electronic sensors can be easily connected to digital devices or computers: CDAS (computerized data acquisition system) Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 59
59 LVDT Strain Gauge Dial Gauge Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 60
60 Extensometer Non-Contact Extensometer Load Cell Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. Proving Ring 61
61 Important considerations: Sensitivity Accuracy Calibration Sensitivity of measuring devices: the smallest value that can be read on the device s scale sensitivity is not accuracy or precision accuracy cannot be better than the sensitivity When choosing a device, sensitivity depends on the required accuracy, which depends on the type of test. Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 62
62 Laboratory Experiment List Experiment 1: Tension Test of Steel Experiment 2: Sieve Analysis of Aggregates Experiment 3: Specific Gravity and Absorption of Coarse Aggregate Experiment 4: Specific Gravity and Absorption of Fine Aggregate Experiment 5: Bulk Unit Weight and Voids in Aggregate Experiment 6: Slump of Freshly Mixed Portland Cement Concrete Experiment 7: Unit Weight And Air Content of Fresh Concrete Experiment 8: Making and Curing Concrete Cylinders and Beams Experiment 9: Compressive Strength of Cylindrical and Cubic Concrete Specimens Experiment 10: Flexural Strength of Concrete Experiment 11: Rebound Number of Hardened Concrete (Nondestructive test on concrete. Mamlouk/Zaniewski, Materials for Civil and Construction Engineers, Third Edition. Copyright 2011 Pearson Education, Inc. 63
CE 221: MECHANICS OF SOLIDS I CHAPTER 3: MECHANICAL PROPERTIES OF MATERIALS
CE 221: MECHANICS OF SOLIDS I CHAPTER 3: MECHANICAL PROPERTIES OF MATERIALS By Dr. Krisada Chaiyasarn Department of Civil Engineering, Faculty of Engineering Thammasat university Outline Tension and compression
More informationChapter 4 MECHANICAL PROPERTIES OF MATERIAL. By: Ardiyansyah Syahrom
Chapter 4 MECHANICAL PROPERTIES OF MATERIAL By: Ardiyansyah Syahrom Chapter 2 STRAIN Department of Applied Mechanics and Design Faculty of Mechanical Engineering Universiti Teknologi Malaysia 1 Expanding
More informationFME201 Solid & Structural Mechanics I Dr.Hussein Jama Office 414
FME201 Solid & Structural Mechanics I Dr.Hussein Jama Hussein.jama@uobi.ac.ke Office 414 Lecture: Mon 11am -1pm (CELT) Tutorial Tue 12-1pm (E207) 10/1/2013 1 CHAPTER OBJECTIVES Show relationship of stress
More informationChapter 7. Mechanical properties 7.1. Introduction 7.2. Stress-strain concepts and behaviour 7.3. Mechanical behaviour of metals 7.4.
Chapter 7. Mechanical properties 7.1. Introduction 7.2. Stress-strain concepts and behaviour 7.3. Mechanical behaviour of metals 7.4. Mechanical behaviour of ceramics 7.5. Mechanical behaviour of polymers
More informationTensile/Tension Test Fundamentals
CIVE.3110 Engineering Materials Laboratory Fall 2016 Tensile/Tension Test Fundamentals Tzuyang Yu Associate Professor, Ph.D. Structural Engineering Research Group (SERG) Department of Civil and Environmental
More informationChapter 6: Mechanical Properties: Part One
Slide 1 Chapter 6: Mechanical Properties: Part One ` 6-1 Slide 2 Learning Objectives 1. Technological significance 2. Terminology for mechanical properties 3. The tensile test: Use of the stress strain
More informationMECHANICS OF MATERIALS. Mechanical Properties of Materials
MECHANICS OF MATERIALS Mechanical Properties of Materials By NUR FARHAYU ARIFFIN Faculty of Civil Engineering & Earth Resources Chapter Description Expected Outcomes Understand the concept of tension and
More informationNDT Deflection Measurement Devices: Benkelman Beam (BB) Sri Atmaja P. Rosyidi, Ph.D., P.E. Associate Professor
NDT Deflection Measurement Devices: Benkelman Beam (BB) Sri Atmaja P. Rosyidi, Ph.D., P.E. Associate Professor NDT Deflection Measurement Devices on Pavement Structure NDT measurement of pavement surface
More informationME -215 ENGINEERING MATERIALS AND PROCESES
ME -215 ENGINEERING MATERIALS AND PROCESES Instructor: Office: MEC325, Tel.: 973-642-7455 E-mail: samardzi@njit.edu PROPERTIES OF MATERIALS Chapter 3 Materials Properties STRUCTURE PERFORMANCE PROCESSING
More informationCHAPTER 3 OUTLINE PROPERTIES OF MATERIALS PART 1
CHAPTER 3 PROPERTIES OF MATERIALS PART 1 30 July 2007 1 OUTLINE 3.1 Mechanical Properties 3.1.1 Definition 3.1.2 Factors Affecting Mechanical Properties 3.1.3 Kinds of Mechanical Properties 3.1.4 Stress
More informationThe Mechanical Properties of Polymers
The Mechanical Properties of Polymers Date: 14/07/2018 Abu Zafar Al Munsur Behavior Of Material Under Mechanical Loads = Mechanical Properties. Term to address here Stress and strain: These are size-independent
More informationChapter Outline Mechanical Properties of Metals How do metals respond to external loads?
Chapter Outline Mechanical Properties of Metals How do metals respond to external loads?! Stress and Strain " Tension " Compression " Shear " Torsion! Elastic deformation! Plastic Deformation " Yield Strength
More informationHigh Temperature Materials. By Docent. N. Menad. Luleå University of Technology ( Sweden )
of Materials Course KGP003 Ch. 6 High Temperature Materials By Docent. N. Menad Dept. of Chemical Engineering and Geosciences Div. Of process metallurgy Luleå University of Technology ( Sweden ) Mohs scale
More informationLecture 01 Mechanical and nonmechanical. materials 12/10/2016. Basic information. Learning outcomes. Basic information
Basic information Lecture 01 Mechanical and nonmechanical properties of building materials 12.09.2016 Time: 12.09 20.10.2016 Lectures: Mondays and Tuesdays 14:00 to 16:00 Exercises: Thursdays 8:30 to 10:00
More information11/2/2018 7:58 PM. Chapter 6. Mechanical Properties of Metals. Mohammad Suliman Abuhaiba, Ph.D., PE
1 Chapter 6 Mechanical Properties of Metals 2 Assignment 7, 13, 18, 23, 30, 40, 45, 50, 54 4 th Exam Tuesday 22/11/2018 3 WHY STUDY Mechanical Properties of Metals? How various mechanical properties are
More informationMECHANICAL PROPERTIES. (for metals)
MECHANICAL PROPERTIES (for metals) 1 Chapter Outline Terminology for Mechanical Properties The Tensile Test: Stress-Strain Diagram Properties Obtained from a Tensile Test True Stress and True Strain The
More informationScotchcast Polyolefin Fibers
3 Scotchcast Polyolefin Fibers Comparative Technical Data The information contained herein is from testing conducted under contract by the South Dakota School of Mines and Technology for the South Dakota
More informationLecture Notes. Elasticity, Shrinkage and Creep. Concrete Technology
Lecture Notes Elasticity, Shrinkage and Creep Concrete Technology Here the following three main types of deformations in hardened concrete subjected to external load and environment are discussed. Elastic
More informationThe strength of a material depends on its ability to sustain a load without undue deformation or failure.
TENSION TEST The strength of a material depends on its ability to sustain a load without undue deformation or failure. This strength is inherent in the material itself and must be determined by experiment.
More informationChapter 7: Mechanical Properties 1- Load 2- Deformation 3- Stress 4- Strain 5- Elastic behavior
-1-2 -3-4 ( ) -5 ( ) -6-7 -8-9 -10-11 -12 ( ) Chapter 7: Mechanical Properties 1- Load 2- Deformation 3- Stress 4- Strain 5- Elastic behavior 6- Plastic behavior 7- Uniaxial tensile load 8- Bi-axial tensile
More informationWhen an axial load is applied to a bar, normal stresses are produced on a cross section perpendicular to the axis of the bar.
11.1 AXIAL STRAIN When an axial load is applied to a bar, normal stresses are produced on a cross section perpendicular to the axis of the bar. In addition, the bar increases in length, as shown: 11.1
More informationMechanical behavior of crystalline materials - Stress Types and Tensile Behaviour
Mechanical behavior of crystalline materials - Stress Types and Tensile Behaviour 3.1 Introduction Engineering materials are often found to posses good mechanical properties so then they are suitable for
More informationWelcome to ENR116 Engineering Materials. This lecture summary is part of module 2, Material Properties.
Welcome to ENR116 Engineering Materials. This lecture summary is part of module 2, Material Properties. 1 2 Mechanical properties. 3 The intended learning outcomes from this lecture summary are that you
More informationNelson Testing Laboratories
in Elmhurst, Illinois, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies
More informationCE205 MATERIALS SCIENCE PART_6 MECHANICAL PROPERTIES
CE205 MATERIALS SCIENCE PART_6 MECHANICAL PROPERTIES Dr. Mert Yücel YARDIMCI Istanbul Okan University Deparment of Civil Engineering Chapter Outline Terminology for Mechanical Properties The Tensile Test:
More informationHow do we find ultimate properties?
Introduction Why ultimate properties? For successful product design a knowledge of the behavior of the polymer is important Variation in properties over the entire range of operating conditions should
More informationFHWA-Central Federal Lands Highway Division
in Denver, Colorado, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established
More informationCHAPTER 5 FRESH AND HARDENED PROPERTIES OF CONCRETE WITH MANUFACTURED SAND
61 CHAPTER 5 FRESH AND HARDENED PROPERTIES OF CONCRETE WITH MANUFACTURED SAND 5.1 GENERAL The material properties, mix design of M 20, M 30 and M 40 grades of concrete were discussed in the previous chapter.
More informationTensile/Tension Test Advanced Topics
CIVE.3110 Engineering Materials Laboratory Fall 2017 Tensile/Tension Test Advanced Topics Tzuyang Yu Associate Professor, Ph.D. Structural Engineering Research Group (SERG) Department of Civil and Environmental
More informationBFF1113 Engineering Materials DR. NOOR MAZNI ISMAIL FACULTY OF MANUFACTURING ENGINEERING
BFF1113 Engineering Materials DR. NOOR MAZNI ISMAIL FACULTY OF MANUFACTURING ENGINEERING Course Guidelines: 1. Introduction to Engineering Materials 2. Bonding and Properties 3. Crystal Structures & Properties
More informationChapter 12. Plastic Deformation Behavior and Models for Material
Chapter 12. Plastic Deformation Behavior and Models for Material System Health & Risk Management 1/ 20 Contents 12.1 Introduction 12.2 Stress Strain Curves 12.3 Three Dimensional Stress Strain Relationships
More informationWhen an axial load is applied to a bar, normal stresses are produced on a cross section perpendicular to the axis of the bar.
11.1 AXIAL STRAIN When an axial load is applied to a bar, normal stresses are produced on a cross section perpendicular to the axis of the bar. In addition, the bar increases in length, as shown: 11.1
More informationMECHANICAL PROPERTIES OF MATERIALS
MECHANICAL PROPERTIES OF MATERIALS Stress-Strain Relationships Hardness Effect of Temperature on Properties Fluid Properties Viscoelastic Behavior of Polymers Mechanical Properties in Design and Manufacturing
More informationCIVE Evaluation of Civil Engineering Materials - Fall 2008
CIVE 302 - Evaluation of Civil Engineering Materials - Fall 2008 Course Description: CIVE 302 Evaluation of Civil Engineering Materials - 3 cr (2-3- 0) Behavior and properties of construction materials,
More informationCharacterization of Physical Properties of Roadware Clear Repair Product
Characterization of Physical Properties of Roadware Clear Repair Product November 5, 2009 Prof. David A. Lange University of Illinois at Urbana-Champaign Introduction Roadware MatchCrete Clear (MCC) is
More informationCONCRETE MATERIALS PROPERTIES AND TESTING
CONCRETE MATERIALS PROPERTIES AND TESTING 1 Concrete ingredients Cement Fine aggregate Coarse aggregate Water Admixtures 2 3 4 Properties of cement Physical properties of cement Fineness Standard consistency
More informationMECHANICAL PROPERTIES AND TESTS. Materials Science
MECHANICAL PROPERTIES AND TESTS Materials Science Stress Stress is a measure of the intensity of the internal forces acting within a deformable body. Mathematically, it is a measure of the average force
More informationStandard Testing & Engineering, LLC
Standard Testing & Engineering, LLC dba Standard Testing & Engineering Company in Oklahoma City, Oklahoma, USA has demonstrated proficiency for the testing of construction materials and has conformed to
More informationQuiz 1 - Mechanical Properties and Testing Chapters 6 and 8 Callister
Quiz 1 - Mechanical Properties and Testing Chapters 6 and 8 Callister You need to be able to: Name the properties determined in a tensile test including UTS,.2% offset yield strength, Elastic Modulus,
More informationChapter 2: Mechanical Behavior of Materials
Chapter : Mechanical Behavior of Materials Definition Mechanical behavior of a material relationship - its response (deformation) to an applied load or force Examples: strength, hardness, ductility, stiffness
More informationبسم الله الرحمن الرحیم. Materials Science. Chapter 7 Mechanical Properties
بسم الله الرحمن الرحیم Materials Science Chapter 7 Mechanical Properties 1 Mechanical Properties Can be characterized using some quantities: 1. Strength, resistance of materials to (elastic+plastic) deformation;
More informationReinforced Concrete Design. A Fundamental Approach - Fifth Edition
CHAPTER REINFORCED CONCRETE Reinforced Concrete Design A Fundamental Approach - Fifth Edition Fifth Edition REINFORCED CONCRETE A. J. Clark School of Engineering Department of Civil and Environmental Engineering
More informationConcepts of stress and strain
Chapter 6: Mechanical properties of metals Outline Introduction Concepts of stress and strain Elastic deformation Stress-strain behavior Elastic properties of materials Plastic deformation Yield and yield
More informationFiber Reinforced Concrete
Fiber Reinforced Concrete Old Concept Exodus 5:6, And Pharaoh commanded the same day the taskmasters of the people, and their officers, saying, Ye shall no more give the people straw to make brick, as
More informationSTRATA Certified Laboratory Tests
STRATA Certified Laboratory Tests Table 1. List of Certified Soil Tests 1 ASTM D 422 Standard Test Method for Particle-Size Analysis of Soils 2 ASTM D 698-12 Standard Test Method for Compaction Characteristics
More informationSTUDY ON AXIAL STRESS-STRAIN RELATION AND POISSON S RATIO EFFECT ON COCONUT SHELL CONCRETE
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 4, April 2018, pp. 365 371, Article ID: IJCIET_09_04_040 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=4
More informationPerformance of Fibrous Concrete as Affected. by Flexural Loading Rate
Contemporary Engineering Sciences, Vol. 5,, no. 7, 35-3 Performance of Fibrous Concrete as Affected by Flexural Loading Rate Metwally Abd Allah Abd el Aty Structural Eng, Dept., Faculty of Engineering,
More informationBFF1113 Engineering Materials DR. NOOR MAZNI ISMAIL FACULTY OF MANUFACTURING ENGINEERING
BFF1113 Engineering Materials DR. NOOR MAZNI ISMAIL FACULTY OF MANUFACTURING ENGINEERING Course Guidelines: 1. Introduction to Engineering Materials 2. Bonding and Properties 3. Crystal Structures & Properties
More informationJAZAN UNIVERSITY. CIVIL ENGINEERING DEPARTMENT Equipments and Devices of the Concrete Laboratory
JAZAN UNIVERSITY College of Engineering CIVIL ENGINEERING DEPARTMENT Equipments and Devices of the Concrete Laboratory The Equipment The Purpose To determination of compressive strength of samples Bricks,
More informationMetals are generally ductile because the structure consists of close-packed layers of
Chapter 10 Why are metals ductile and ceramics brittle? Metals are generally ductile because the structure consists of close-packed layers of atoms that allow for low energy dislocation movement. Slip
More informationMATERIALS: Clarifications and More on Stress Strain Curves
A 3.0 m length of steel rod is going to be used in the construction of a bridge. The tension in the rod will be 10 kn and the rod must extend by no more than 1.0mm. Calculate the minimum cross-sectional
More informationFlood Testing Laboratories, Inc.
in Chicago, Illinois, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established
More informationME 212 EXPERIMENT SHEET #2 TENSILE TESTING OF MATERIALS
ME 212 EXPERIMENT SHEET #2 TENSILE TESTING OF MATERIALS 1. INTRODUCTION & THEORY The tension test is the most commonly used method to evaluate the mechanical properties of metals. Its main objective is
More information3. MECHANICAL PROPERTIES OF STRUCTURAL MATERIALS
3. MECHANICAL PROPERTIES OF STRUCTURAL MATERIALS Igor Kokcharov 3.1 TENSION TEST The tension test is the most widely used mechanical test. Principal mechanical properties are obtained from the test. There
More informationMaterials Properties 2
Materials Properties 2 Elastic Deformation Most metals can only obey hook s law for s up to 0.005 Elastic Plastic y P Nearly all engineering is performed in the elastic region 0.002 Elastic Plastic y P
More informationChapter 6: Mechanical Properties
Chapter 6: Mechanical Properties ISSUES TO ADDRESS... Stress and strain: What are they and why are they used instead of load and deformation? Elastic behavior: When loads are small, how much deformation
More informationENGINEERING MATERIAL 100
Department of Applied Chemistry Division of Science and Engineering SCHOOL OF ENGINEERING ENGINEERING MATERIAL 100 Experiments 4 and 6 Mechanical Testing and Applications of Non-Metals Name: Yasmin Ousam
More informationEfficiency of Injection Method in Repairing of Normal Strength and Reactive Powder Reinforced Concrete Beams
Efficiency of Injection Method in Repairing of Normal Strength and Reactive Powder Reinforced Concrete Beams Asst. Prof. Aamer Najim Abbas Lina Abdulsalam Shihab Al-Mustansiriya University-College of Engineering
More informationDimensional Stability of Concrete
Dimensional Stability of Concrete Concrete as a Composite Material Both cement paste and aggregates show linear elastic properties. The non-linear portion of the stress-strain curve for concrete is due
More informationTime dependent Properties: Creep and Stress Relaxation
The viscoelastic behavior Linear Viscoelastic Behavior The linear viscoelastic behavior is the ratio between stress and strain as a function of time only and does not a function of the magnitudes of stress
More informationCIVE Evaluation of Civil Engineering Materials - Fall 2010
CIVE 302 - Evaluation of Civil Engineering Materials - Fall 2010 Course Description: CIVE 302 Evaluation of Civil Engineering Materials - 3 cr (2-3- 0) Behavior and properties of construction materials,
More informationCH 6: Fatigue Failure Resulting from Variable Loading
CH 6: Fatigue Failure Resulting from Variable Loading Some machine elements are subjected to statics loads and for such elements, statics failure theories are used to predict failure (yielding or fracture).
More informationCHAPTER 4 COMPRESSIVE STRENGTH OF HYBRID FIBRE REINFORCED CONCRETE
7 CHAPTER 4 COMPRESSIVE STRENGTH OF HYBRID FIBRE REINFORCED CONCRETE 4.1 GENERAL High performance hybrid fibre-reinforced concrete (HyFRC) is a new class of concrete that has been developed in recent years.
More informationTrue Stress and True Strain
True Stress and True Strain For engineering stress ( ) and engineering strain ( ), the original (gauge) dimensions of specimen are employed. However, length and cross-sectional area change in plastic region.
More informationREVISED PAGES IMPORTANT TERMS AND CONCEPTS REFERENCES QUESTIONS AND PROBLEMS. 166 Chapter 6 / Mechanical Properties of Metals
1496T_c06_131-173 11/16/05 17:06 Page 166 166 Chapter 6 / Mechanical Properties of Metals IMPORTANT TERMS AND CONCEPTS Anelasticity Design stress Ductility Elastic deformation Elastic recovery Engineering
More informationLab 4: Creep, Stress-Strain Response, and Stress Relaxation of Polymer Samples in Tensile Loading
11/04/2013 1 Lab 4: Creep, Stress-Strain Response, and Stress Relaxation of Polymer Samples in Tensile Loading Diana L. Nelson (d.nelson@ufl.edu) Abstract This report presents and analyzes data collected
More informationMechanical Properties of Materials
INTRODUCTION Mechanical Properties of Materials Many materials, when in service, are subjected to forces or loads, it is necessary to know the characteristics of the material and to design the member from
More informationWiss, Janney, Elstner Associates, Inc.
in Northbrook, Illinois, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies
More informationFINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS SUBJECTED TO SEISMIS LOADING
FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS SUBJECTED TO SEISMIS LOADING By Benjamin M. Schlick University of Massachusetts Amherst Department of Civil and Environmental Engineering
More informationAESCO, Inc. Huntington Beach, California, USA
in Huntington Beach, California, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation
More informationSMU 2113 ENGINEERING SCIENCE. PART 1 Introduction to Mechanics of Materials and Structures
SMU 2113 ENGINEERING SCIENCE PART 1 Introduction to Mechanics of Materials and Structures These slides are designed based on the content of these reference textbooks. OBJECTIVES To introduce basic principles
More informationMaterials Engineering 272-C Fall 2001, Lectures 9 & 10. Introduction to Mechanical Properties of Metals
Materials Engineering 272-C Fall 2001, Lectures 9 & 10 Introduction to Mechanical Properties of Metals From an applications standpoint, one of the most important topics within Materials Science & Engineering
More informationChapter 6: Mechanical Properties
Chapter 6: Mechanical Properties ISSUES TO ADDRESS... Stress and strain: What are they and why are they used instead of load and deformation? Elastic behavior: When loads are small, how much deformation
More informationSE104 Structural Materials Sample Final Exam. For each multiple choice problem (1.5 points), choose 1 and only 1 most relevant answer.
1 lb = 4.45 N; 1 inch = 25.4 mm = 1/12 ft 1 nm = 10 Å = 10-3 µm = 10-9 m SE104 Structural Materials Sample Final Exam For each multiple choice problem (1.5 points), choose 1 and only 1 most relevant answer.
More informationNPL Manual. Modelling Creep in Toughened Epoxy Adhesives
NPL Manual Modelling Creep in Toughened Epoxy Adhesives This Electronic Guide was produced as part of the Measurements for Materials System Programme on Design for Fatigue and Creep in Joined Systems Introduction
More informationMechanical Properties of Metals. Goals of this unit
Mechanical Properties of Metals Instructor: Joshua U. Otaigbe Iowa State University Goals of this unit Quick survey of important metal systems Detailed coverage of basic mechanical properties, especially
More informationDoç. Dr. Halit YAZICI
Dokuz Eylül Üniversitesi Đnşaat Mühendisliği Bölümü DIMENSIONAL STABILITY of CONCRETE Doç. Dr. Halit YAZICI http://kisi.deu.edu.tr/halit.yazici/ CIE 5073 DIMENSIONAL STABILITY OF CONCRETE Three hours lecture
More informationEngineering Materials
Engineering Materials Mechanical Properties of Engineering Materials Mechanical testing of engineering materials may be carried out for a number of reasons: The tests may simulate the service conditions
More information1997 UBC Standard Test method for compressive strength of masonry prisms
IAS Accreditation Number TL-196 Company Name Address 3310 Airport Way Long Beach, California 90806 Contact Name Steve Crumb Lab Manager Telephone (562) 426-3355 Effective Date of Scope April 20, 2017 Accreditation
More informationP A (1.1) load or stress. elongation or strain
load or stress MEEN 3145 TENSION TEST - BACKGROUND The tension test is the most important and commonly used test in characterizing properties of engineering materials. This test gives information essential
More informationDetermination of Mechanical Properties of Materials Used in WAY-30 Test Pavements
The Ohio Department of Transportation Office of Research & Development Executive Summary Report Determination of Mechanical Properties of Materials Used in WAY-30 Test Pavements Start date: January 1,
More informationMethod of Test For In-Place Density of Treated and Untreated Soils and Aggregates
Rev. 04-12-17 Aggregates and Soils T102H T103G T104D T106B T107B T108C T111D T112F T115D T116A T200E T203G T206G T209C T210J T211J& T212J T224C T227I T228C T230D T235B Method of Test For In-Place Density
More information1) Fracture, ductile and brittle fracture 2) Fracture mechanics
Module-08 Failure 1) Fracture, ductile and brittle fracture 2) Fracture mechanics Contents 3) Impact fracture, ductile-to-brittle transition 4) Fatigue, crack initiation and propagation, crack propagation
More informationWEEK FOUR. This week, we will Define yield (failure) in metals Learn types of stress- strain curves Define ductility.
WEEK FOUR Until now, we Defined stress and strain Established stress-strain relations for an elastic material Learned stress transformation Discussed yield (failure) criteria This week, we will Define
More informationEXPERMENTAL STUDY OF MODULUS OF ELASTICITY DUE TO CHANGE IN STEEL FIBER REINFORCED CONCRETE AND SIZE OF AGGREGATES
International Journal of Engineering Research and General Science Volume 4, Issue 5, September-October, 216 EXPERMENTAL STUDY OF MODULUS OF ELASTICITY DUE TO CHANGE IN STEEL FIBER REINFORCED CONCRETE AND
More informationReproducible evaluation of material properties. Static Testing Material response to constant loading
Material Testing Material Testing Reproducible evaluation of material properties Static Testing Material response to constant loading Dynamic Testing Material response to varying loading conditions, including
More informationCHAPTER 6: MECHANICAL PROPERTIES ISSUES TO ADDRESS...
CHAPTER 6: MECHANICAL PROPERTIES ISSUES TO ADDRESS... Stress and strain: What are they and why are they used instead of load and deformation? Elastic behavior: When loads are small, how much deformation
More informationPennoni Associates, Inc.
in Bethlehem, Pennsylvania, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies
More informationEngineering Materials
Engineering Materials PREPARED BY IAT Curriculum Unit August 2010 Institute of Applied Technology, 2010 Module Objectives After the completion of this module, the student will be able to: Explain the difference
More information2501 PART V SECTION 2501 PART V
SECTION 2501 PART V 2501.1 GENERAL In order to properly monitor materials on a project, follow all applicable procedures as outlined in the KDOT Construction Manual, Part V. This includes, but is not limited
More informationDIVISION 2500 MISCELLANEOUS METHODS OF TEST
TABLE OF CONTENTS DIVISION 2500 MISCELLANEOUS METHODS OF TEST SECTION 2501 PART V... 2500-1 PAGE i SECTION 2501 PART V 2501.1 GENERAL In order to properly monitor materials on a project, follow all applicable
More informationMATERIALS SCIENCE-44 Which point on the stress-strain curve shown gives the ultimate stress?
MATERIALS SCIENCE 43 Which of the following statements is FALSE? (A) The surface energy of a liquid tends toward a minimum. (B) The surface energy is the work required to create a unit area of additional
More informationAERO 214. Introduction to Aerospace Mechanics of Materials. Lecture 2
AERO 214 Introduction to Aerospace Mechanics of Materials Lecture 2 Materials for Aerospace Structures Aluminum Titanium Composites: Ceramic Fiber-Reinforced Polymer Matrix Composites High Temperature
More informationModule 5: Mechanical Properties January 29, 2010
Module 5: Mechanical Properties January 29, 2010 Module Content: 1. Mechanical properties of material are usually measured by a tensile test, and are usually presented in a stress-strain plot. 2. The stress-strain
More informationQuestions with Solution
Questions with Solution Q 1: For making fresh concrete, the quantity of water is expressed in the ratio of (a) Coarse aggregates (b) Fine aggregates (c) Cement (d) None of these Explanation: In a mix proportion,
More informationImpact of Repeated Load on Crack Healing Cycles of Asphalt Concrete
American Journal of Traffic and Transportation Engineering 2016; 1(3): 26-33 http://www.sciencepublishinggroup.com/j/ajtte doi: 10.11648/j.ajtte.20160103.11 Impact of Repeated Load on Crack Healing Cycles
More information3. Mechanical Properties of Materials
3. Mechanical Properties of Materials 3.1 Stress-Strain Relationships 3.2 Hardness 3.3 Effect of Temperature on Properties 3.4 Fluid Properties 3.5 Viscoelastic Properties Importance of Mechanical Properties
More information