Potential-dependent dynamic fracture of nanoporous gold

Size: px
Start display at page:

Download "Potential-dependent dynamic fracture of nanoporous gold"

Transcription

1 Potential-dependent dynamic fracture of nanoporous gold Shaofeng Sun 1, Xiying Chen 1, Nilesh Badwe 1, Karl Sieradzki 1 * 1 Ira A. Fulton School of Engineering, Arizona State University, Tempe, Arizona *Corresponding author (Karl.Sieradzki@asu.edu) Linear sweep voltammetry and chronocoulometry for the fabrication of crack-free NPG. a b Figure S1 Electrochemical protocols used for producing crack-free NPG. a, Potential dynamic scan of Ag-28 at% Au in 1 M HNO 3. Scan rate 5 mv/s. b, Chronoamperomtery at 1.17 V (NHE), showing how the current density decays with time over ~ 4 days. The oscillations in the current are real and result from transport limitations associated with forming the monolithic NPG samples. Figure S2 Cyclic voltammetry of imbibed NPG samples in 1M HClO 4 ; fully immersed in a beaker (red) and imbibed on the tensile device (black). The difference corresponds to small portions of the sample that were glued to the tensile stage. NATURE MATERIALS 1

2 Benchmark experiments for DIC measurements. Average displacement (µm) a Standard deviation (µm) b Displacement from Thorlabs stage (µm) Displacement from Thorlabs stage (µm) Figure S3 DIC benchmarks with the Phantom V12 Camera. a, the average DIC displacement versus that obtained from the Thorlabs stage and b, The standard deviation in the measurement. Data from 4 separate regions of the sample. The waviness in the average displacement resulted from low frequency building vibration over a time scale much longer than the duration of the dynamic fracture tests. The standard deviation generally increased with total displacement and for a 7. µm displacement the standard deviation was almost.2 µm. 6 DIC average displacement (µm) Displacement from Thorlabs stage (µm) Figure S4 DIC benchmarks for the EO-512M CMOS Monochrome camera showing the average displacement obtained from DIC versus the Thorlabs stage. The different colored points correspond to displacement steps of.1 (black),.2 (green),.5 (blue) and 1. (red) µm per step. The standard deviation was.2 µm. Evaluation of the longitudinal, shear and Raleigh wave velocities In an isotropic elastic solid, the longitudinal, c l, shear wave, c s, and Rayleigh, c R, velocities are given by 1, 2 NATURE MATERIALS

3 3 c l = E(1 υ) ρ(1+ υ)(1 2υ) ; c s = µ ρ ; c R υ 1+ υ c, s where E is Young s modulus, µ is the shear modulus equal to E/2(1+ν), ρ is the density of 4 nm NPG) and ν is Poisson s ratio. Using the values of E (2.5 GPa) and ν (.19) and taking the density to be.28 the density of Au (193 kgm -3 ) we obtain, c l = 713 m/s; c s = 441 m/s; c R 4 m/s. Our measured values for E and ν are similar to what has been previously reported for NPG in tension 2 and the longitudinal and shear wave velocities that we calculate from the measured elastic constants are in accord with recent non-contact laser-based ultrasonic measurements 3. Evaluation of critical stress intensity factor The critical stress intensity factor at fracture, K crit, for the single edge-notch geometry of our samples was evaluated from 4, KK = YYYY aa , YY = where, a is the crack length, σ is the stress and w is the sample width. Crack velocity data for imbibed samples at.7 and 1. V (NHE) 15 a 2 b Velocity (m/s) 1 5 Velocity (m/s) Length (µm) Length (µm) Figure S5 Crack velocity-crack length data for samples imbibed with 1M HClO 4. a,.7 V and b,1. V. NATURE MATERIALS 3

4 Estimation of remaining stored elastic strain energy Figure 2b. We make a lower bound estimate by assuming that the sample is fully equilibrated with its boundaries and that the large majority of the remaining stored elastic energy is in the un-cracked region of the sample. For a crack 2.5 mm in length the remaining strain energy is ~ 74 Jm -2 (1.5/3.2) 35 Jm -2. Estimation of plastic strain-rate at a crack velocities of ~ 1 2 m/s. The extent of the plastic zone, r p, at fracture initiation is ~ 5 µm. The average plastic strain rate γ p can be estimated from the size of this zone and the crack velocity, v, from 5 : γ p = v / r p = s -1. We note that strain rates become larger than average, the closer the ligaments within the plastic zone are to the advancing crack tip. Dynamic stress intensity and energy release rate. We evaluated K dyn from the particle velocity components near the moving crack edge from 1 : vk dyn 2 u 1 1+ α s µd 2πr u 2 vα K d dyn 2 1+ α s µd 2πr ( ) cos ( θ / 2 d ) ( ) cos ( θ / 2 d ) ( ) γ d 2α d α s cos θ s / 2 ( ) γ d 2 sin θ s / 2 γ s Here, K dyn is the time-dependent mode I stress intensity factor, v is the crack speed, µ is the shear modulus and r, θ define the particle position with respect to the moving crack. The remaining parameters are defined as follows: γ s 2 D = 4α d α s ( 1+ α s ) 2, α d = 1 v 2 2 ( / c l ), α s = 1 v 2 2 ( / c s ), γ d = 1 vsinθ / c l tanθ d = α d tanθ, and tanθ s = α s tanθ. K dyn for an unbounded sample was evaluated from (1), K dyn = K static k(v), where k(v) = ( 1 v / c R ) / 1 v / c l. The dynamic energy release rates were evaluated from (1), G dyn = K 2 dyn E A(v),where A(v) = v 2 α d (1 v)c 2 s D. ( ) 2, γ s = 1 ( vsinθ / c s ) 2 4 NATURE MATERIALS

5 Estimation of dislocation density in 4 nm monolithic NPG. The mean separation between dislocations can be estimated from ρ Α -1/2 where ρ Α is the dislocation density per unit area. Typically well-annealed parent phase will have a dislocation density between cm -2 6,7,8. This range in density corresponds to a mean separation ranging from about 1 µm (1 8 cm -2 ) to 3 µm (1 5 cm -2 ). The fraction of gold ligaments containing any dislocations inherited from the parent phase (estimated from the ratio the ligament size to the mean separation) is.1 (1 5 cm -2 ) -.4 (1 8 cm -2 ). In addition to defining a dislocation density in terms of number per unit area one can also define the density in terms of the length of dislocation lines per unit volume, ρ V. Nabarro has shown 9 that these different measures of dislocation density are related (ρ V 2ρ Α ), so our estimate of the fraction of ligaments containing dislocations is not significantly altered by how one chooses to define the measure of dislocation density. Relevance of Dynamic Fracture Results to SCC. Since the dealloyed film thickness that forms in SCC, between successive discontinuous cracking events, is only of order a few hundred nanometers 1, how does data such as that shown in Figure 2, 3 and S5 connect to dealloying induced SCC? The data show that under the experimental conditions used, cracks do not reach high speeds (~1 ms -1 or greater) until the crack has extended to ~2 µm. In an unbounded sample, the crack tip equation of motion contains no acceleration term and the crack velocity only depends on the instantaneous value of the stress intensity, K [or alternatively GG "#"$% ll ] and Γ(v), the velocity dependent energy dissipated per unit crack advance 1,11. This means that at the initiation of a fracture event, the crack immediately jumps to the velocity defined by the instantaneous K value, which can be arbitrarily large 11. Figure. 2d shows that in monolithic 4 nm NPG at.5 V NHE, a crack attains a velocity of ~1 m/s at a K value of ~.4 MPa-m 1/2. For a 1 mm size crack in a silver-gold sample-undergoing SCC an applied stress of 7 MPa (KK σσ ""# ππππ) would be sufficient to generate such a high-speed crack within a very thin (~ 2 nm or less) dealloyed layer. Supplemental References 1. Freund, L.B., Dynamic Fracture Mechanics, Cambridge Univ. Press (1998). 2. Briot, N.J., Kennerknecht, T., Eberl, C., Balk, T.J. Mechanical properties of bulk single crystalline nanoporous gold investigated by millimetre-scale tension and compression testing. Philos. Mag. 94, (214). 3. Ahn, P., Balogun, O. Elastic characterization of nanoporous gold foams using laser based ultrasonics, Ultrasonics 54, (214). 4. Broek, D., Elementary Engineering Fracture Mechanics, Nordoff Publishing (1974). NATURE MATERIALS 5

6 5. Freund, L.B., Hutchinson, J.W. High strain-rate crack growth in rate-dependent solids, J. Mech. Phys. Solids 33, (1985). 6. McClintock, F.A. & Argon, A.S. Mechanical Behavior of Materials, Addison-Wesley (1966), pg Lee-S-W & Nix, W.D. Geometrical analysis of 3D dislocation dynamic simulations of FCC micro-pillar plasticity, Mat. Sci. Eng. A-Struct. 527, , (21). 8. Rao, S.I. et al. Athermal mechanisms of size-dependent crystal flow gleaned from threedimensional discrete dislocation simulations, Acta Mater. 56, (28). 9. Nabarro, FRN. Theory of Crystal Dislocations, Oxford Press (1967), p Sieradzki, K., & Newman, R.C. Brittle behavior of ductile metals during stress-corrosion cracking, Philos. Mag. A51, (1985). 11. Sharon, E & Fineberg, J. Confirming the continuum theory of dynamic brittle fracture for fast cracks, Nature, 37, pp (1999). 6 NATURE MATERIALS

Chapter 7. Highlights:

Chapter 7. Highlights: Chapter 7 Highlights: 1. Understand the basic concepts of engineering stress and strain, yield strength, tensile strength, Young's(elastic) modulus, ductility, toughness, resilience, true stress and true

More information

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading MA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading MA 3702 Mechanics & Materials Science Zhe Cheng (2018) 2 Stress & Strain - Axial Loading Statics

More information

20. Rheology & Linear Elasticity

20. Rheology & Linear Elasticity I Main Topics A Rheology: Macroscopic deformation behavior B Linear elasticity for homogeneous isotropic materials 10/29/18 GG303 1 Viscous (fluid) Behavior http://manoa.hawaii.edu/graduate/content/slide-lava

More information

Mechanics of Earthquakes and Faulting

Mechanics of Earthquakes and Faulting Mechanics of Earthquakes and Faulting Lectures & 3, 9/31 Aug 017 www.geosc.psu.edu/courses/geosc508 Discussion of Handin, JGR, 1969 and Chapter 1 Scholz, 00. Stress analysis and Mohr Circles Coulomb Failure

More information

Stress-Strain Behavior

Stress-Strain Behavior Stress-Strain Behavior 6.3 A specimen of aluminum having a rectangular cross section 10 mm 1.7 mm (0.4 in. 0.5 in.) is pulled in tension with 35,500 N (8000 lb f ) force, producing only elastic deformation.

More information

Chapter 6: Mechanical Properties of Metals. Dr. Feras Fraige

Chapter 6: Mechanical Properties of Metals. Dr. Feras Fraige Chapter 6: Mechanical Properties of Metals Dr. Feras Fraige Stress and Strain Tension Compression Shear Torsion Elastic deformation Plastic Deformation Yield Strength Tensile Strength Ductility Toughness

More information

Lecture #2: Split Hopkinson Bar Systems

Lecture #2: Split Hopkinson Bar Systems Lecture #2: Split Hopkinson Bar Systems by Dirk Mohr ETH Zurich, Department of Mechanical and Process Engineering, Chair of Computational Modeling of Materials in Manufacturing 2015 1 1 1 Uniaxial Compression

More information

Outline. Tensile-Test Specimen and Machine. Stress-Strain Curve. Review of Mechanical Properties. Mechanical Behaviour

Outline. Tensile-Test Specimen and Machine. Stress-Strain Curve. Review of Mechanical Properties. Mechanical Behaviour Tensile-Test Specimen and Machine Review of Mechanical Properties Outline Tensile test True stress - true strain (flow curve) mechanical properties: - Resilience - Ductility - Toughness - Hardness A standard

More information

Mechanical Properties of Polymers. Scope. MSE 383, Unit 3-1. Joshua U. Otaigbe Iowa State University Materials Science & Engineering Dept.

Mechanical Properties of Polymers. Scope. MSE 383, Unit 3-1. Joshua U. Otaigbe Iowa State University Materials Science & Engineering Dept. Mechanical Properties of Polymers Scope MSE 383, Unit 3-1 Joshua U. Otaigbe Iowa State University Materials Science & Engineering Dept. Structure - mechanical properties relations Time-dependent mechanical

More information

Tensile stress strain curves for different materials. Shows in figure below

Tensile stress strain curves for different materials. Shows in figure below Tensile stress strain curves for different materials. Shows in figure below Furthermore, the modulus of elasticity of several materials effected by increasing temperature, as is shown in Figure Asst. Lecturer

More information

Variational phase field model for dynamic brittle fracture

Variational phase field model for dynamic brittle fracture Variational phase field model for dynamic brittle fracture Bleyer J., Roux-Langlois C., Molinari J-F. EMMC 15, September 8th, 2016 1 / 18 Outline Mechanisms of dynamic fracture Variational phase-field

More information

Critical applied stresses for a crack initiation from a sharp V-notch

Critical applied stresses for a crack initiation from a sharp V-notch Focussed on: Fracture and Structural Integrity related Issues Critical applied stresses for a crack initiation from a sharp V-notch L. Náhlík, P. Hutař Institute of Physics of Materials, Academy of Sciences

More information

Chapter 9: Solids and Fluids

Chapter 9: Solids and Fluids Chapter 9: Solids and Fluids State of matters: Solid, Liquid, Gas and Plasma. Solids Has definite volume and shape Can be crystalline or amorphous Molecules are held in specific locations by electrical

More information

EE C247B / ME C218 INTRODUCTION TO MEMS DESIGN SPRING 2014 C. Nguyen PROBLEM SET #4

EE C247B / ME C218 INTRODUCTION TO MEMS DESIGN SPRING 2014 C. Nguyen PROBLEM SET #4 Issued: Wednesday, Mar. 5, 2014 PROBLEM SET #4 Due (at 9 a.m.): Tuesday Mar. 18, 2014, in the EE C247B HW box near 125 Cory. 1. Suppose you would like to fabricate the suspended cross beam structure below

More information

Module-4. Mechanical Properties of Metals

Module-4. Mechanical Properties of Metals Module-4 Mechanical Properties of Metals Contents ) Elastic deformation and Plastic deformation ) Interpretation of tensile stress-strain curves 3) Yielding under multi-axial stress, Yield criteria, Macroscopic

More information

Introduction to Engineering Materials ENGR2000. Dr. Coates

Introduction to Engineering Materials ENGR2000. Dr. Coates Introduction to Engineering Materials ENGR2 Chapter 6: Mechanical Properties of Metals Dr. Coates 6.2 Concepts of Stress and Strain tension compression shear torsion Tension Tests The specimen is deformed

More information

Supplementary Figures

Supplementary Figures Fracture Strength (GPa) Supplementary Figures a b 10 R=0.88 mm 1 0.1 Gordon et al Zhu et al Tang et al im et al 5 7 6 4 This work 5 50 500 Si Nanowire Diameter (nm) Supplementary Figure 1: (a) TEM image

More information

Lecture 4 Honeycombs Notes, 3.054

Lecture 4 Honeycombs Notes, 3.054 Honeycombs-In-plane behavior Lecture 4 Honeycombs Notes, 3.054 Prismatic cells Polymer, metal, ceramic honeycombs widely available Used for sandwich structure cores, energy absorption, carriers for catalysts

More information

Cellular solid structures with unbounded thermal expansion. Roderic Lakes. Journal of Materials Science Letters, 15, (1996).

Cellular solid structures with unbounded thermal expansion. Roderic Lakes. Journal of Materials Science Letters, 15, (1996). 1 Cellular solid structures with unbounded thermal expansion Roderic Lakes Journal of Materials Science Letters, 15, 475-477 (1996). Abstract Material microstructures are presented which can exhibit coefficients

More information

Experimentally Calibrating Cohesive Zone Models for Structural Automotive Adhesives

Experimentally Calibrating Cohesive Zone Models for Structural Automotive Adhesives Experimentally Calibrating Cohesive Zone Models for Structural Automotive Adhesives Mark Oliver October 19, 2016 Adhesives and Sealants Council Fall Convention contact@veryst.com www.veryst.com Outline

More information

Fig. 1. Different locus of failure and crack trajectories observed in mode I testing of adhesively bonded double cantilever beam (DCB) specimens.

Fig. 1. Different locus of failure and crack trajectories observed in mode I testing of adhesively bonded double cantilever beam (DCB) specimens. a). Cohesive Failure b). Interfacial Failure c). Oscillatory Failure d). Alternating Failure Fig. 1. Different locus of failure and crack trajectories observed in mode I testing of adhesively bonded double

More information

INFLUENCE OF TEMPERATURE ON BEHAVIOR OF THE INTERFACIAL CRACK BETWEEN THE TWO LAYERS

INFLUENCE OF TEMPERATURE ON BEHAVIOR OF THE INTERFACIAL CRACK BETWEEN THE TWO LAYERS Djoković, J. M., et.al.: Influence of Temperature on Behavior of the Interfacial THERMAL SCIENCE: Year 010, Vol. 14, Suppl., pp. S59-S68 S59 INFLUENCE OF TEMPERATURE ON BEHAVIOR OF THE INTERFACIAL CRACK

More information

Lecture 7, Foams, 3.054

Lecture 7, Foams, 3.054 Lecture 7, Foams, 3.054 Open-cell foams Stress-Strain curve: deformation and failure mechanisms Compression - 3 regimes - linear elastic - bending - stress plateau - cell collapse by buckling yielding

More information

Toughening due to domain switching in single crystal ferroelectric materials

Toughening due to domain switching in single crystal ferroelectric materials Int J Fract DOI 1.17/s174-7-956-7 ORIGINAL PAPER Toughening due to domain switching in single crystal ferroelectric materials Jianshun Sheng Chad M. Landis Received: 14 July 26/ Accepted: 6 February 27

More information

Theory at a Glance (for IES, GATE, PSU)

Theory at a Glance (for IES, GATE, PSU) 1. Stress and Strain Theory at a Glance (for IES, GATE, PSU) 1.1 Stress () When a material is subjected to an external force, a resisting force is set up within the component. The internal resistance force

More information

EXPERIMENTAL STUDY OF THE OUT-OF-PLANE DISPLACEMENT FIELDS FOR DIFFERENT CRACK PROPAGATION VELOVITIES

EXPERIMENTAL STUDY OF THE OUT-OF-PLANE DISPLACEMENT FIELDS FOR DIFFERENT CRACK PROPAGATION VELOVITIES EXPERIMENTAL STUDY OF THE OUT-OF-PLANE DISPLACEMENT FIELDS FOR DIFFERENT CRACK PROPAGATION VELOVITIES S. Hédan, V. Valle and M. Cottron Laboratoire de Mécanique des Solides, UMR 6610 Université de Poitiers

More information

Mechanical Properties of Materials

Mechanical Properties of Materials Mechanical Properties of Materials Strains Material Model Stresses Learning objectives Understand the qualitative and quantitative description of mechanical properties of materials. Learn the logic of

More information

Failure modes of glass panels subjected to soft missile impact

Failure modes of glass panels subjected to soft missile impact Failure modes of glass panels subjected to soft missile impact L. R. Dharani & J. Yu Dept. of Mech. and Aerospace Engineering and Engineering Mechanics, University of Missouri-Rolla, U.S.A. Abstract Damage

More information

3.032 Problem Set 2 Solutions Fall 2007 Due: Start of Lecture,

3.032 Problem Set 2 Solutions Fall 2007 Due: Start of Lecture, 3.032 Problem Set 2 Solutions Fall 2007 Due: Start of Lecture, 09.21.07 1. In the beam considered in PS1, steel beams carried the distributed weight of the rooms above. To reduce stress on the beam, it

More information

Cohesive Zone Modeling of Dynamic Fracture: Adaptive Mesh Refinement and Coarsening

Cohesive Zone Modeling of Dynamic Fracture: Adaptive Mesh Refinement and Coarsening Cohesive Zone Modeling of Dynamic Fracture: Adaptive Mesh Refinement and Coarsening Glaucio H. Paulino 1, Kyoungsoo Park 2, Waldemar Celes 3, Rodrigo Espinha 3 1 Department of Civil and Environmental Engineering

More information

STANDARD SAMPLE. Reduced section " Diameter. Diameter. 2" Gauge length. Radius

STANDARD SAMPLE. Reduced section  Diameter. Diameter. 2 Gauge length. Radius MATERIAL PROPERTIES TENSILE MEASUREMENT F l l 0 A 0 F STANDARD SAMPLE Reduced section 2 " 1 4 0.505" Diameter 3 4 " Diameter 2" Gauge length 3 8 " Radius TYPICAL APPARATUS Load cell Extensometer Specimen

More information

SENSOR DEVICES MECHANICAL SENSORS

SENSOR DEVICES MECHANICAL SENSORS SENSOR DEVICES MECHANICAL SENSORS OUTLINE 4 Mechanical Sensors Introduction General mechanical properties Piezoresistivity Piezoresistive sensors Capacitive sensors Applications INTRODUCTION MECHANICAL

More information

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3 MECE 3321 MECHANICS OF SOLIDS CHAPTER 3 Samantha Ramirez TENSION AND COMPRESSION TESTS Tension and compression tests are used primarily to determine the relationship between σ avg and ε avg in any material.

More information

FCP Short Course. Ductile and Brittle Fracture. Stephen D. Downing. Mechanical Science and Engineering

FCP Short Course. Ductile and Brittle Fracture. Stephen D. Downing. Mechanical Science and Engineering FCP Short Course Ductile and Brittle Fracture Stephen D. Downing Mechanical Science and Engineering 001-015 University of Illinois Board of Trustees, All Rights Reserved Agenda Limit theorems Plane Stress

More information

EE C245 ME C218 Introduction to MEMS Design

EE C245 ME C218 Introduction to MEMS Design EE C245 ME C218 Introduction to MEMS Design Fall 2007 Prof. Clark T.-C. Nguyen Dept. of Electrical Engineering & Computer Sciences University of California at Berkeley Berkeley, CA 94720 Lecture 12: Mechanical

More information

Thermal load-induced notch stress intensity factors derived from averaged strain energy density

Thermal load-induced notch stress intensity factors derived from averaged strain energy density Available online at www.sciencedirect.com Draft ScienceDirect Draft Draft Structural Integrity Procedia 00 (2016) 000 000 www.elsevier.com/locate/procedia 21st European Conference on Fracture, ECF21, 20-24

More information

ANSYS Mechanical Basic Structural Nonlinearities

ANSYS Mechanical Basic Structural Nonlinearities Lecture 4 Rate Independent Plasticity ANSYS Mechanical Basic Structural Nonlinearities 1 Chapter Overview The following will be covered in this Chapter: A. Background Elasticity/Plasticity B. Yield Criteria

More information

4/14/11. Chapter 12 Static equilibrium and Elasticity Lecture 2. Condition for static equilibrium. Stability An object is in equilibrium:

4/14/11. Chapter 12 Static equilibrium and Elasticity Lecture 2. Condition for static equilibrium. Stability An object is in equilibrium: About Midterm Exam 3 When and where Thurs April 21 th, 5:45-7:00 pm Rooms: Same as Exam I and II, See course webpage. Your TA will give a brief review during the discussion session. Coverage: Chapts 9

More information

EE C245 ME C218 Introduction to MEMS Design Fall 2007

EE C245 ME C218 Introduction to MEMS Design Fall 2007 EE C245 ME C218 Introduction to MEMS Design Fall 2007 Prof. Clark T.-C. Nguyen Dept. of Electrical Engineering & Computer Sciences University of California at Berkeley Berkeley, CA 94720 Lecture 13: Material

More information

N = N A Pb A Pb. = ln N Q v kt. = kt ln v N

N = N A Pb A Pb. = ln N Q v kt. = kt ln v N 5. Calculate the energy for vacancy formation in silver, given that the equilibrium number of vacancies at 800 C (1073 K) is 3.6 10 3 m 3. The atomic weight and density (at 800 C) for silver are, respectively,

More information

Mechanics of Earthquakes and Faulting

Mechanics of Earthquakes and Faulting Mechanics of Earthquakes and Faulting www.geosc.psu.edu/courses/geosc508 Surface and body forces Tensors, Mohr circles. Theoretical strength of materials Defects Stress concentrations Griffith failure

More information

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich UNIVERSITY OF SASKATCHEWAN ME 313.3 MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich A CLOSED BOOK EXAMINATION TIME: 3 HOURS For Marker s Use Only LAST NAME (printed): FIRST

More information

Exercise: concepts from chapter 8

Exercise: concepts from chapter 8 Reading: Fundamentals of Structural Geology, Ch 8 1) The following exercises explore elementary concepts associated with a linear elastic material that is isotropic and homogeneous with respect to elastic

More information

Discrete Element Modelling of a Reinforced Concrete Structure

Discrete Element Modelling of a Reinforced Concrete Structure Discrete Element Modelling of a Reinforced Concrete Structure S. Hentz, L. Daudeville, F.-V. Donzé Laboratoire Sols, Solides, Structures, Domaine Universitaire, BP 38041 Grenoble Cedex 9 France sebastian.hentz@inpg.fr

More information

MICRO-BRANCHING AS AN INSTABILITY IN DYNAMIC FRACTURE. To appear in the proceedings of the IUTAM conference (Cambridge, 1995)

MICRO-BRANCHING AS AN INSTABILITY IN DYNAMIC FRACTURE. To appear in the proceedings of the IUTAM conference (Cambridge, 1995) To appear in the proceedings of the IUTAM conference (Cambridge, 1995) MICRO-BRANCHING AS AN INSTABILITY IN DYNAMIC FRACTURE J. FINEBERG, S. P. GROSS AND E. SHARON The Racah Institute of Physics The Hebrew

More information

FIDUCIAL MARKS AS MEASURES OF THIN FILM CRACK ARREST TOUGHNESS

FIDUCIAL MARKS AS MEASURES OF THIN FILM CRACK ARREST TOUGHNESS ORAL REFERENCE: ICF100572OR FIDUCIAL MARKS AS MEASURES OF THIN FILM CRACK ARREST TOUGHNESS Alex A. Volinsky 1, Michael L. Kottke 1, Neville R. Moody 3, Indira S. Adhihetty 1 and William W. Gerberich 2

More information

MECHANICAL PROPERTIES OF SOLIDS

MECHANICAL PROPERTIES OF SOLIDS MECHANICA PROPERTIES OF SOIDS Important Points: 1. Elasticity: The property of a body by virtue of which it regains its original size and shape when deformation force is removed is called elasticity. Ex:

More information

Elastic behaviour of an edge dislocation near a sharp crack emanating from a semi-elliptical blunt crack

Elastic behaviour of an edge dislocation near a sharp crack emanating from a semi-elliptical blunt crack Chin. Phys. B Vol. 19, No. 1 010 01610 Elastic behaviour of an edge dislocation near a sharp crack emanating from a semi-elliptical blunt crack Fang Qi-Hong 方棋洪, Song Hao-Peng 宋豪鹏, and Liu You-Wen 刘又文

More information

Instabilities and Dynamic Rupture in a Frictional Interface

Instabilities and Dynamic Rupture in a Frictional Interface Instabilities and Dynamic Rupture in a Frictional Interface Laurent BAILLET LGIT (Laboratoire de Géophysique Interne et Tectonophysique) Grenoble France laurent.baillet@ujf-grenoble.fr http://www-lgit.obs.ujf-grenoble.fr/users/lbaillet/

More information

Exam 3 Review. Chapter 10: Elasticity and Oscillations A stress will deform a body and that body can be set into periodic oscillations.

Exam 3 Review. Chapter 10: Elasticity and Oscillations A stress will deform a body and that body can be set into periodic oscillations. Exam 3 Review Chapter 10: Elasticity and Oscillations stress will deform a body and that body can be set into periodic oscillations. Elastic Deformations of Solids Elastic objects return to their original

More information

EE C247B / ME C218 INTRODUCTION TO MEMS DESIGN SPRING 2016 C. NGUYEN PROBLEM SET #4

EE C247B / ME C218 INTRODUCTION TO MEMS DESIGN SPRING 2016 C. NGUYEN PROBLEM SET #4 Issued: Wednesday, March 4, 2016 PROBLEM SET #4 Due: Monday, March 14, 2016, 8:00 a.m. in the EE C247B homework box near 125 Cory. 1. This problem considers bending of a simple cantilever and several methods

More information

RUPTURE OF FRICTIONALLY HELD INCOHERENT INTERFACES UNDER DYNAMIC SHEAR LOADING

RUPTURE OF FRICTIONALLY HELD INCOHERENT INTERFACES UNDER DYNAMIC SHEAR LOADING RUPTURE OF FRICTIONALLY HELD INCOHERENT INTERFACES UNDER DYNAMIC SHEAR LOADING G. Lykotrafitis and A.J. Rosakis Graduate Aeronautical Laboratories, Mail Stop 105-50, California Institute of Technology,

More information

DAMAGE SIMULATION OF CFRP LAMINATES UNDER HIGH VELOCITY PROJECTILE IMPACT

DAMAGE SIMULATION OF CFRP LAMINATES UNDER HIGH VELOCITY PROJECTILE IMPACT 18 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS DAMAGE SIMULATION OF CFRP LAMINATES UNDER HIGH VELOCITY PROJECTILE IMPACT A. Yoshimura 1*, T. Okabe, M. Yamada 3, T. Ogasawara 1, Y. Tanabe 3 1 Advanced

More information

6.37 Determine the modulus of resilience for each of the following alloys:

6.37 Determine the modulus of resilience for each of the following alloys: 6.37 Determine the modulus of resilience for each of the following alloys: Yield Strength Material MPa psi Steel alloy 550 80,000 Brass alloy 350 50,750 Aluminum alloy 50 36,50 Titanium alloy 800 116,000

More information

Influence of impact velocity on transition time for V-notched Charpy specimen*

Influence of impact velocity on transition time for V-notched Charpy specimen* [ 溶接学会論文集第 35 巻第 2 号 p. 80s-84s (2017)] Influence of impact velocity on transition time for V-notched Charpy specimen* by Yasuhito Takashima** and Fumiyoshi Minami** This study investigated the influence

More information

Outline. 4 Mechanical Sensors Introduction General Mechanical properties Piezoresistivity Piezoresistive Sensors Capacitive sensors Applications

Outline. 4 Mechanical Sensors Introduction General Mechanical properties Piezoresistivity Piezoresistive Sensors Capacitive sensors Applications Sensor devices Outline 4 Mechanical Sensors Introduction General Mechanical properties Piezoresistivity Piezoresistive Sensors Capacitive sensors Applications Introduction Two Major classes of mechanical

More information

Cracks Jacques Besson

Cracks Jacques Besson Jacques Besson Centre des Matériaux UMR 7633 Mines ParisTech PSL Research University Institut Mines Télécom Aγνωστ oς Θεoς Outline 1 Some definitions 2 in a linear elastic material 3 in a plastic material

More information

CHAPTER 6 MECHANICAL PROPERTIES OF METALS PROBLEM SOLUTIONS

CHAPTER 6 MECHANICAL PROPERTIES OF METALS PROBLEM SOLUTIONS CHAPTER 6 MECHANICAL PROPERTIES OF METALS PROBLEM SOLUTIONS Concepts of Stress and Strain 6.1 Using mechanics of materials principles (i.e., equations of mechanical equilibrium applied to a free-body diagram),

More information

Geology 229 Engineering Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6)

Geology 229 Engineering Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6) Geology 229 Engineering Geology Lecture 5 Engineering Properties of Rocks (West, Ch. 6) Common mechanic properties: Density; Elastic properties: - elastic modulii Outline of this Lecture 1. Uniaxial rock

More information

Energy of a Prismatic Dislocation Loop in an Elastic Cylinder

Energy of a Prismatic Dislocation Loop in an Elastic Cylinder Mathematics and Mechanics of Solids, in press (8) Energy of a Prismatic Dislocation Loop in an Elastic Cylinder Wei Cai and Christopher. Weinberger Department of Mechanical Engineering, Stanford University,

More information

Evaluation of size effect on shear strength of reinforced concrete deep beams using refined strut-and-tie model

Evaluation of size effect on shear strength of reinforced concrete deep beams using refined strut-and-tie model Sādhanā Vol. 7, Part, February, pp. 89 5. c Indian Academy of Sciences Evaluation of size effect on shear strength of reinforced concrete deep beams using refined strut-and-tie model GAPPARAO and R SUNDARESAN

More information

IAP 2006: From nano to macro: Introduction to atomistic modeling techniques and application in a case study of modeling fracture of copper (1.

IAP 2006: From nano to macro: Introduction to atomistic modeling techniques and application in a case study of modeling fracture of copper (1. IAP 2006: From nano to macro: Introduction to atomistic modeling techniques and application in a case study of modeling fracture of copper (1.978 PDF) http://web.mit.edu/mbuehler/www/teaching/iap2006/intro.htm

More information

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown. D : SOLID MECHANICS Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown. Q.2 Consider the forces of magnitude F acting on the sides of the regular hexagon having

More information

Free transverse vibrations of cracked nanobeams using a nonlocal elasticity model

Free transverse vibrations of cracked nanobeams using a nonlocal elasticity model Free transverse vibrations of cracked nanobeams using a nonlocal elasticity model J. Loya, J. López-Puente, R. Zaera, and J. Fernández-Sáez a Department of Continuum Mechanics and Structural Analysis,

More information

Using the Timoshenko Beam Bond Model: Example Problem

Using the Timoshenko Beam Bond Model: Example Problem Using the Timoshenko Beam Bond Model: Example Problem Authors: Nick J. BROWN John P. MORRISSEY Jin Y. OOI School of Engineering, University of Edinburgh Jian-Fei CHEN School of Planning, Architecture and

More information

WINTER 16 EXAMINATION

WINTER 16 EXAMINATION Model ject Code: Important Instructions to examiners: ) The answers should be examined by key words and not as word-to-word as given in the model answer scheme. ) The model answer and the answer written

More information

G1RT-CT A. BASIC CONCEPTS F. GUTIÉRREZ-SOLANA S. CICERO J.A. ALVAREZ R. LACALLE W P 6: TRAINING & EDUCATION

G1RT-CT A. BASIC CONCEPTS F. GUTIÉRREZ-SOLANA S. CICERO J.A. ALVAREZ R. LACALLE W P 6: TRAINING & EDUCATION A. BASIC CONCEPTS 6 INTRODUCTION The final fracture of structural components is associated with the presence of macro or microstructural defects that affect the stress state due to the loading conditions.

More information

Dynamic Analysis of a Reinforced Concrete Structure Using Plasticity and Interface Damage Models

Dynamic Analysis of a Reinforced Concrete Structure Using Plasticity and Interface Damage Models Dynamic Analysis of a Reinforced Concrete Structure Using Plasticity and Interface Damage Models I. Rhee, K.J. Willam, B.P. Shing, University of Colorado at Boulder ABSTRACT: This paper examines the global

More information

UNIT I SIMPLE STRESSES AND STRAINS

UNIT I SIMPLE STRESSES AND STRAINS Subject with Code : SM-1(15A01303) Year & Sem: II-B.Tech & I-Sem SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) UNIT I SIMPLE STRESSES

More information

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts.

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. NORMAL STRESS The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. σ = force/area = P/A where σ = the normal stress P = the centric

More information

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and 6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa (15.5 10 6 psi) and an original diameter of 3.8 mm (0.15 in.) will experience only elastic deformation when a tensile

More information

Mechanical Properties

Mechanical Properties Mechanical Properties Elastic deformation Plastic deformation Fracture I. Elastic Deformation S s u s y e u e T I II III e For a typical ductile metal: I. Elastic deformation II. Stable plastic deformation

More information

S.P. Timoshenko Institute of Mechanics, National Academy of Sciences, Department of Fracture Mechanics, Kyiv, Ukraine

S.P. Timoshenko Institute of Mechanics, National Academy of Sciences, Department of Fracture Mechanics, Kyiv, Ukraine CALCULATION OF THE PREFRACTURE ZONE AT THE CRACK TIP ON THE INTERFACE OF MEDIA A. Kaminsky a L. Kipnis b M. Dudik b G. Khazin b and A. Bykovtscev c a S.P. Timoshenko Institute of Mechanics National Academy

More information

MECHANICS OF 2D MATERIALS

MECHANICS OF 2D MATERIALS MECHANICS OF 2D MATERIALS Nicola Pugno Cambridge February 23 rd, 2015 2 Outline Stretching Stress Strain Stress-Strain curve Mechanical Properties Young s modulus Strength Ultimate strain Toughness modulus

More information

Chapter Two: Mechanical Properties of materials

Chapter Two: Mechanical Properties of materials Chapter Two: Mechanical Properties of materials Time : 16 Hours An important consideration in the choice of a material is the way it behave when subjected to force. The mechanical properties of a material

More information

Sample geometry and the brittle-ductile behavior of edge cracks in 3D atomistic simulations by molecular dynamics

Sample geometry and the brittle-ductile behavior of edge cracks in 3D atomistic simulations by molecular dynamics Sample geometry and the brittle-ductile behavior of edge cracks in 3D atomistic simulations by molecular dynamics V. Pelikán, P. Hora, A. Machová, R. Kolman, A. Uhnáková Institute of Thermomechanics AS

More information

Tentamen/Examination TMHL61

Tentamen/Examination TMHL61 Avd Hållfasthetslära, IKP, Linköpings Universitet Tentamen/Examination TMHL61 Tentamen i Skademekanik och livslängdsanalys TMHL61 lördagen den 14/10 2000, kl 8-12 Solid Mechanics, IKP, Linköping University

More information

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland Agricultural Science 1B Principles & Processes in Agriculture Mike Wheatland (m.wheatland@physics.usyd.edu.au) Outline - Lectures weeks 9-12 Chapter 6: Balance in nature - description of energy balance

More information

Elastic Properties of Solid Materials. Notes based on those by James Irvine at

Elastic Properties of Solid Materials. Notes based on those by James Irvine at Elastic Properties of Solid Materials Notes based on those by James Irvine at www.antonine-education.co.uk Key Words Density, Elastic, Plastic, Stress, Strain, Young modulus We study how materials behave

More information

INCREASING RUPTURE PREDICTABILITY FOR ALUMINUM

INCREASING RUPTURE PREDICTABILITY FOR ALUMINUM 1 INCREASING RUPTURE PREDICTABILITY FOR ALUMINUM Influence of anisotropy Daniel Riemensperger, Adam Opel AG Paul Du Bois, PDB 2 www.opel.com CONTENT Introduction/motivation Isotropic & anisotropic material

More information

Summary PHY101 ( 2 ) T / Hanadi Al Harbi

Summary PHY101 ( 2 ) T / Hanadi Al Harbi الكمية Physical Quantity القانون Low التعريف Definition الوحدة SI Unit Linear Momentum P = mθ be equal to the mass of an object times its velocity. Kg. m/s vector quantity Stress F \ A the external force

More information

Module 5: Failure Criteria of Rock and Rock masses. Contents Hydrostatic compression Deviatoric compression

Module 5: Failure Criteria of Rock and Rock masses. Contents Hydrostatic compression Deviatoric compression FAILURE CRITERIA OF ROCK AND ROCK MASSES Contents 5.1 Failure in rocks 5.1.1 Hydrostatic compression 5.1.2 Deviatoric compression 5.1.3 Effect of confining pressure 5.2 Failure modes in rocks 5.3 Complete

More information

CNLD. Rupture of Rubber

CNLD. Rupture of Rubber Rupture of Rubber Experiment: Paul Petersan, Robert Deegan, Harry Swinney Theory: Michael Marder Center for Nonlinear Dynamics and Department of Physics The University of Texas at Austin PRL 93 015505

More information

**********************************************************************

********************************************************************** Department of Civil and Environmental Engineering School of Mining and Petroleum Engineering 3-33 Markin/CNRL Natural Resources Engineering Facility www.engineering.ualberta.ca/civil Tel: 780.492.4235

More information

ME 243. Mechanics of Solids

ME 243. Mechanics of Solids ME 243 Mechanics of Solids Lecture 2: Stress and Strain Ahmad Shahedi Shakil Lecturer, Dept. of Mechanical Engg, BUET E-mail: sshakil@me.buet.ac.bd, shakil6791@gmail.com Website: teacher.buet.ac.bd/sshakil

More information

Bending Load & Calibration Module

Bending Load & Calibration Module Bending Load & Calibration Module Objectives After completing this module, students shall be able to: 1) Conduct laboratory work to validate beam bending stress equations. 2) Develop an understanding of

More information

MATERIALS FOR CIVIL AND CONSTRUCTION ENGINEERS

MATERIALS FOR CIVIL AND CONSTRUCTION ENGINEERS MATERIALS FOR CIVIL AND CONSTRUCTION ENGINEERS 3 rd Edition Michael S. Mamlouk Arizona State University John P. Zaniewski West Virginia University Solution Manual FOREWORD This solution manual includes

More information

RHEOLOGY & LINEAR ELASTICITY. B Importance of fluids and fractures in deformation C Linear elasticity for homogeneous isotropic materials

RHEOLOGY & LINEAR ELASTICITY. B Importance of fluids and fractures in deformation C Linear elasticity for homogeneous isotropic materials GG303 Lecture 2 0 9/4/01 1 RHEOLOGY & LINEAR ELASTICITY I II Main Topics A Rheology: Macroscopic deformation behavior B Importance of fluids and fractures in deformation C Linear elasticity for homogeneous

More information

NDT&E Methods: UT. VJ Technologies CAVITY INSPECTION. Nondestructive Testing & Evaluation TPU Lecture Course 2015/16.

NDT&E Methods: UT. VJ Technologies CAVITY INSPECTION. Nondestructive Testing & Evaluation TPU Lecture Course 2015/16. CAVITY INSPECTION NDT&E Methods: UT VJ Technologies NDT&E Methods: UT 6. NDT&E: Introduction to Methods 6.1. Ultrasonic Testing: Basics of Elasto-Dynamics 6.2. Principles of Measurement 6.3. The Pulse-Echo

More information

Neck development in metal/elastomer bilayers under dynamic stretchings

Neck development in metal/elastomer bilayers under dynamic stretchings Available online at www.sciencedirect.com International Journal of Solids and Structures 45 (2008) 3769 3778 www.elsevier.com/locate/ijsolstr Neck development in metal/elastomer bilayers under dynamic

More information

Modeling the Dynamic Propagation of Shear Bands in Bulk Metallic Glasses

Modeling the Dynamic Propagation of Shear Bands in Bulk Metallic Glasses Modeling the Dynamic Propagation of Shear Bands in Bulk Metallic Glasses B.J. Edwards, K. Feigl, M.L. Morrison*, B. Yang*, P.K. Liaw*, and R.A. Buchanan* Dept. of Chemical Engineering, The University of

More information

Size effect in the strength of concrete structures

Size effect in the strength of concrete structures Sādhanā Vol. 27 Part 4 August 2002 pp. 449 459. Printed in India Size effect in the strength of concrete structures B L KARIHALOO and Q Z XIAO Division of Civil Engineering School of Engineering Cardiff

More information

Analysis of asymmetric radial deformation in pipe with local wall thinning under internal pressure using strain energy method

Analysis of asymmetric radial deformation in pipe with local wall thinning under internal pressure using strain energy method Analysis of asymmetric radial deformation in pipe with local wall thinning under internal pressure using strain energy method V.M.F. Nascimento Departameto de ngenharia Mecânica TM, UFF, Rio de Janeiro

More information

Chapter 10. Simple Harmonic Motion and Elasticity

Chapter 10. Simple Harmonic Motion and Elasticity Chapter 10 Simple Harmonic Motion and Elasticity 10.1 The Ideal Spring and Simple Harmonic Motion F Applied x = k x spring constant Units: N/m FF SSSSSSSSSSSS = kkkk 10.1 The Ideal Spring and Simple Harmonic

More information

Mechanics of Earthquakes and Faulting

Mechanics of Earthquakes and Faulting Mechanics of Earthquakes and Faulting www.geosc.psu.edu/courses/geosc508 Standard Solids and Fracture Fluids: Mechanical, Chemical Effects Effective Stress Dilatancy Hardening and Stability Mead, 1925

More information

A Laboratory Experiment Using Nanoindentation to Demonstrate the Indentation Size Effect

A Laboratory Experiment Using Nanoindentation to Demonstrate the Indentation Size Effect Bucknell University Bucknell Digital Commons Faculty Journal Articles Faculty Scholarship 2013 A Laboratory Experiment Using Nanoindentation to Demonstrate the Indentation Size Effect Wendelin Wright Bucknell

More information

Introduction and Background

Introduction and Background Introduction and Background Itasca Consulting Group, Inc. (Itasca) has been participating in the geomechanical design of the underground 118-Zone at the Capstone Minto Mine (Minto) in the Yukon, in northwestern

More information

VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS

VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS The 4 th World Conference on Earthquake Engineering October -7, 008, Beijing, China VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS K.

More information

Mechanics PhD Preliminary Spring 2017

Mechanics PhD Preliminary Spring 2017 Mechanics PhD Preliminary Spring 2017 1. (10 points) Consider a body Ω that is assembled by gluing together two separate bodies along a flat interface. The normal vector to the interface is given by n

More information

Analysis of the geometrical dependence of auxetic behavior in reentrant structures by finite elements

Analysis of the geometrical dependence of auxetic behavior in reentrant structures by finite elements Acta Mech. Sin. (2016) 32(2):295 300 DOI 10.1007/s10409-015-0534-2 RESEARCH PAPER Analysis of the geometrical dependence of auxetic behavior in reentrant structures by finite elements V. H. Carneiro 1

More information