Supplemental Material for Synthesis and mechanical behavior of nanoporous nanotwinned copper
|
|
- Marylou Bradford
- 5 years ago
- Views:
Transcription
1 Supplemental Material for Synthesis and mechanical behavior of nanoporous nanotwinned copper 1. Dimensional analysis in porous materials Dimensional analysis has proven useful and is the only practical analytical way of obtaining scalings in porous materials with seminal results in the work of Gibson and Ashby 1. Using dimensional analysis, the mechanical properties of the foam network are obtained by analysis of the deformation mechanisms of a unit cell. While the analytical derivation is found from periodic structures, it has been shown to describe very well the behavior of disordered porous materials by properly changing the proportionality constant. In this supplemental material section we employ an anisotropic unit cell and derive relationship for the foam strength based on strut failure in compression. This derivation is used to infer strut strength from the NP Copper hardness measurements Analysis of NP metal foam strength It has been shown both analytically 2 and experimentally 3 that as the relative density, e.g. solid volume fraction, of a foam increases to 50-60%, the dominant deformation mechanism will change from bending by plastic hinge formation to strut failure by compression 1, 3. Other modes, including non linear elastic behavior e.g. buckling, are not possible for high relative densities (e.g. high t/l ratios) in metals. Figure SM3 shows the anisotropic rectangular unit cell used in this derivation. The overall strut length is l in the planar direction and l h in the through thickness direction, the strut thickness is t/2. We note that the cell length, l differs slightly from the Gibson and Ashby definition so that l G-A =l-t. Figure SM4 shows a stacking arrangements of unit cells. The force, P that each unit cell will carry relates to the remote stress, σ f as follows: / (A.1) This force will be essentially carried by the four through thickness struts one of which is shown on Fig. SM 4(c). The force in each strut will be equal to the critical strut strength as: /4 /2 (A.2) By combining equations A.1-A.2 the overall foam strength is: / (A.3) Where C G1 is a geometric constant and is equal to one for this rectangular unit cell. In practice, the geometric constant is much lower for random foam structures 2. Gibson and Ashby found much similarity in the constant for random ordered foams and that obtained for a space filling 1
2 pentagonal dodecahedron 1. Using the same analysis as described in the work of Gibson 2 the proportionality constant using a pentagonal dodecahedron with 5 vertices, and a crossectional area of A=(2.8l) 2 can be shown to equal C G1 =5/(2.8) 2 ~0.64. This constant is very close to the experimentally obtained value of 0.4 for a compressive mode observed in powder compacted copper foam 3. Therefore the geometric constant can range from 0.4<C G1 < Foam strength relationship with relative density For low relative densities ( / 0.3 the scaling relationship between density and t/l, e.g. 3 (A.4) can be used in equation (A.3) for a rectangular unit cell with l=l h, so as to obtain the relationship between foam strength under compression and the relative density. However, as the relative density increases, equation A.4 is no longer valid and needs to be modified. A modification of the type: 3 1 (A.5) for a rectangular unit cell with l=l h is needed. In the case of the pentagonal dodecahedron, the relationship becomes: (A.6) By substituting equations (A.5) and (A.6) into (A.3) it is possible to obtain a relationship between the foam strength and relative density under the assumption of strut failure by compression. The relationship will be of the type: (A.7) Where the proportionality constant =1/3 for low density rectangular unit cell. The constant will increase as the relative density increases (and equations A.5, A.6 become more appropriate). Its upper bound for the case of a pentagonal dodecahedron is such that ~1. The experimentally obtained constant for equation A.7 for powder compacted copper foam 3 is Therefore the geometric constant for the relative density scaling can range from 0.3 < Foam hardness with relative density Figure SM3 shows the foam hardness as a function of relative density of NT/NC/NP Cu when compared to other NP Cu systems 4-6 reported in the literature. The relative density was obtained through stereographic projections 7 rather than by simply assuming that it equals to the initial alloy composition. The latter assumption is prone to significant errors related to sample 2
3 shrinkage 8. Since NT/NC/NP Cu occupies the same range of relative densities as the literature, the enhanced foam hardness is not due to variations in the relative density. 3. Distribution of twins in struts The high resolution TEM images provided in the main text demonstrate existence of twin boundaries within each imaged grain. In order to provide a more global picture of the distribution of twins we present in Fig. SM4 a low resolution TEM image of NT/NC/NP Cu. It is apparent that the twin lamella are indeed present in nearly every grain. Absence of twins in some grains is due to invisible diffraction conditions. References 1. L. J. Gibson and M. F. Ashby, Cellular solids : structure and properties, 2nd ed. (Cambridge University Press, Cambridge ; New York, 1997). 2. L. J. Gibson, The elastic and plastic behaviour of cellular materials. (University Of Cambridge, Churchill College, England, Cambridge, 1981). 3. M. Hakamada, Y. Asao, T. Kuromura, Y. Chen, H. Kusuda and M. Mabuchi, Acta Materialia 55 (7), (2007). 4. J. R. Hayes, A. M. Hodge, J. Biener, A. V. Hamza and K. Sieradzki, Journal of Materials Research 21 (10), (2006). 5. I. C. Cheng and A. M. Hodge, Advanced Engineering Materials 14 (4), (2012). 6. Z. Qi, C. Zhao, X. Wang, J. Lin, W. Shao, Z. Zhang and X. Bian, The Journal of Physical Chemistry C 113 (16), (2009). 7. R. Liu and A. Antoniou, Acta Materialia 61 (7), (2013). 8. R. Liu and A. Antoniou, Scripta Materialia 67 (12), (2012). 3
4 t/2 l h l Figure SM1. (a) Schematic of the anisotropic unit cell employed in g () p p y this work. The cell thickness (t cell ) and the length in plane (l), and the through thickness length (l h ) are shown. Note that both l and l h are defined from the mid-junction of the unit cell.
5 (a) (b) σ f (c) P/4=σ s (t/2) 2 P=σ f l 2 Figure SM2. Ordered rectangular cell arrangement in space by stacking adjacent rectangular unit cells. Note that l h size has no effect on the compressive strength estimate.
6 Foam hardness(g GPa) NT/NC/NP Cu NT/NC/NP Cu (coarsened) Qi et al. [26] Hayes et al. [25] Cheng et al. [21] Relative density Fi SM3 F h d f NP C f i f l i d i NT/NC/NP C f C Si hibi Figure SM3. Foam hardness of NP Cu as a function of relative density. NT/NC/NP Cu from Cu 0.61 Si 0.39 exhibits at least one order of magnitude greater foam hardness when compared to the data in existing literature.
7 Figure SM4. Low magnification TEM micrograph showing the presence of twins in nearly all grains.
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 informationLecture 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 informationIndentation tests of aluminium honeycombs
Journal of Physics: Conference Series OPEN ACCESS Indentation tests of aluminium honeycombs To cite this article: A Ashab et al 213 J. Phys.: Conf. Ser. 451 123 View the article online for updates and
More informationELECTROMECHANICAL RESPONSE OF PIEZOELECTRIC FOAMS
18 TH INTRNATIONAL CONFRNC ON COMPOSIT MATRIALS LCTROMCHANICAL RSPONS OF PIZOLCTRIC FOAMS K.S. Challagulla 1 *, T.A. Venkatesh 1 School of ngineering, Laurentian University, Sudbury, Canada, Department
More informationD : 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 informationStress Distribution in Graded Cellular Materials Under Dynamic Compression
1251 Stress Distribution in Graded Cellular Materials Under Dynamic Compression Abstract Dynamic compression behaviors of density-homogeneous and density-graded irregular honeycombs are investigated using
More informationSECTION 7 DESIGN OF COMPRESSION MEMBERS
SECTION 7 DESIGN OF COMPRESSION MEMBERS 1 INTRODUCTION TO COLUMN BUCKLING Introduction Elastic buckling of an ideal column Strength curve for an ideal column Strength of practical column Concepts of effective
More informationSupplementary Figure 1 Characterizations of the raw materials. a, b, Atomic force microscopy (AFM) image and its corresponding height profile (the
Supplementary Figure 1 Characterizations of the raw materials. a, b, Atomic force microscopy (AFM) image and its corresponding height profile (the dotted line) show that the graphene oxide (GO) sheets
More informationNational Exams May 2015
National Exams May 2015 04-BS-6: Mechanics of Materials 3 hours duration Notes: If doubt exists as to the interpretation of any question, the candidate is urged to submit with the answer paper a clear
More informationLecture 6, Wood notes, 3.054
Lecture 6, Wood notes, 3.054 Honeycomb-like materials in nature: wood Materials derives from Latin materies, materia, means wood or trunk of a tree Old Irish - names of first letters of the alphabet refer
More informationINDENTATION RESISTANCE OF AN ALUMINIUM FOAM
Scripta mater. 43 (2000) 983 989 www.elsevier.com/locate/scriptamat INDENTATION RESISTANCE OF AN ALUMINIUM FOAM O.B. Olurin, N.A. Fleck and M.F. Ashby Cambridge University Engineering Department, Cambridge,
More informationFOAM TOPOLOGY BENDING VERSUS STRETCHING DOMINATED ARCHITECTURES
Acta mater. 49 (001) 1035 1040 www.elsevier.com/locate/actamat FOAM TOPOLOGY BENDING VERSUS STRETCHING DOMINATED ARCHITECTURES V. S. DESHPANDE, M. F. ASHBY and N. A. FLECK Cambridge University, Department
More informationSTANDARD 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 informationDesign Calculations & Real Behaviour (Hambly s Paradox)
Design Calculations & Real Behaviour (Hambly s Paradox) Carol Serban 1. Introduction The present work is meant to highlight the idea that engineering design calculations (lately most of the time using
More informationMechanics of Irregular Honeycomb Structures
Mechanics of Irregular Honeycomb Structures S. Adhikari 1, T. Mukhopadhyay 1 Chair of Aerospace Engineering, College of Engineering, Swansea University, Singleton Park, Swansea SA2 8PP, UK Sixth International
More informationMechanics of Solids. Mechanics Of Solids. Suraj kr. Ray Department of Civil Engineering
Mechanics Of Solids Suraj kr. Ray (surajjj2445@gmail.com) Department of Civil Engineering 1 Mechanics of Solids is a branch of applied mechanics that deals with the behaviour of solid bodies subjected
More informationThe fracture toughness of planar lattices: imperfection sensitivity
1 2 The fracture toughness of planar lattices: imperfection sensitivity 3 Naomi E.R. Romijn, Norman A. Fleck 4 5 Cambridge University Engineering Department, Trumpington Street, Cambridge CB2 1PZ, UK 6
More information6.4 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 informationStrength Study of Spiral Flexure Spring of Stirling Cryocooler
Sensors & Transducers 2013 by IFSA http://www.sensorsportal.com Strength Study of Spiral of Stirling Cryocooler WANG Wen-Rui, NIE Shuai, ZHANG Jia-Ming School of Mechanical Engineering, University of Science
More informationCHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS
CHAPTER THE EFFECTS OF FORCES ON MATERIALS EXERCISE 1, Page 50 1. A rectangular bar having a cross-sectional area of 80 mm has a tensile force of 0 kn applied to it. Determine the stress in the bar. Stress
More informationEffects of Core Softness and Bimodularity of Fibreglass Layers on Flexural Stiffness of Polymer Sandwich Structures
Effects of Core Softness and Bimodularity of Fibreglass Layers on Flexural Stiffness of Polymer Sandwich Structures Oldřich Šuba 1,*, Oldřich Šuba jr. 1, and Soňa Rusnáková 1 1 Tomas Bata University in
More informationChapter 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 information9.5 Compression Members
9.5 Compression Members This section covers the following topics. Introduction Analysis Development of Interaction Diagram Effect of Prestressing Force 9.5.1 Introduction Prestressing is meaningful when
More informationKeywords: Re-entrant; cellular solid; Negative Poisson s ratio; Voronoi; Energy absorption; Compression
Negative Poisson's ratio in 2D Voronoi cellular solids by biaxial compression: a numerical study Preprint: Li, D. Dong, L., Yin, J. and Lakes, R. S., "Negative Poisson's ratio in 2D Voronoi cellular solids
More informationROLES OF PREPARATION CONDITIONS IN THE MORPHOLOGICAL EVOLUTION OF ELECTRODEPOSITED COPPER
Digest Journal of Nanomaterials and Biostructures Vol. 12, No. 4, October-December 2017, p. 1021-1030 ROLES OF PREPARATION CONDITIONS IN THE MORPHOLOGICAL EVOLUTION OF ELECTRODEPOSITED COPPER L.H. LIU
More informationto introduce the principles of stability and elastic buckling in relation to overall buckling, local buckling
to introduce the principles of stability and elastic buckling in relation to overall buckling, local buckling In the case of elements subjected to compressive forces, secondary bending effects caused by,
More informationLecture 16-17, Sandwich Panel Notes, 3.054
Sandwich Panels Two stiff strong skins separated by a lightweight core Separation of skins by core increases moment of inertia, with little increase in weight Efficient for resisting bending and buckling
More informationNUMERICAL EVALUATION OF THE ROTATIONAL CAPACITY OF STEEL BEAMS AT ELEVATED TEMPERATURES
8 th GRACM International Congress on Computational Mechanics Volos, 12 July 15 July 2015 NUMERICAL EVALUATION OF THE ROTATIONAL CAPACITY OF STEEL BEAMS AT ELEVATED TEMPERATURES Savvas Akritidis, Daphne
More informationSupplementary 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 informationThe Effects of Different Surcharge Pressures on 3-D Consolidation of Soil
The Effects of Different Surcharge Pressures on 3-D Consolidation of Soil Arpan Laskar *1 and Sujit Kumar Pal 2 *1 Department of Civil Engineering, National Institute of Technology Agartala, Tripura, India.
More informationNanoporous Gold From an Ancient Technology to a
Nanoporous Gold From an Ancient Technology to a High-Tech Material Edited by Arne Wittstock Nanoscale Synthesis and Characterization Laboratory, Livermore, CA, USA; Institute of Applied and Physical Chemistry,
More informationRegular, low density cellular structures - rapid prototyping, numerical simulation, mechanical testing
Mat. Res. Soc. Symp. Proc. Vol. 823 2004 Materials Research Society W8.8.1 Regular, low density cellular structures - rapid prototyping, numerical simulation, mechanical testing J. Stampfl 1, M.M. Seyr
More informationMaterials: engineering, science, processing and design, 2nd edition Copyright (c)2010 Michael Ashby, Hugh Shercliff, David Cebon.
Modes of Loading (1) tension (a) (2) compression (b) (3) bending (c) (4) torsion (d) and combinations of them (e) Figure 4.2 1 Standard Solution to Elastic Problems Three common modes of loading: (a) tie
More informationOptimization of Thin-Walled Beams Subjected to Bending in Respect of Local Stability and Strenght
Mechanics and Mechanical Engineering Vol. 11, No 1 (2007) 37 48 c Technical University of Lodz Optimization of Thin-Walled Beams Subjected to Bending in Respect of Local Stability and Strenght Tadeusz
More information7.6 Stress in symmetrical elastic beam transmitting both shear force and bending moment
7.6 Stress in symmetrical elastic beam transmitting both shear force and bending moment à It is more difficult to obtain an exact solution to this problem since the presence of the shear force means that
More informationDESIGN OF BEAM-COLUMNS - II
DESIGN OF BEA-COLUNS-II 14 DESIGN OF BEA-COLUNS - II 1.0 INTRODUCTION Beam-columns are members subjected to combined bending and axial compression. Their behaviour under uniaxial bending, biaxial bending
More informationHeat Generation during the Fatigue of a Cellular Al Alloy
Heat Generation during the Fatigue of a Cellular Al Alloy A. RABIEI, A.G. EVANS, and J.W. HUTCHINSON The heat generation from a notch during the compression-compression fatigue of a cellular Al alloy has
More informationThermal properties of Engineering Materials
Thermal properties of Engineering Materials Engineering materials are important in everyday life because of their versatile structural properties. Other than these properties, they do play an important
More information2.002 MECHANICS AND MATERIALS II Spring, Creep and Creep Fracture: Part III Creep Fracture c L. Anand
MASSACHUSETTS INSTITUTE OF TECHNOLOGY DEPARTMENT OF MECHANICAL ENGINEERING CAMBRIDGE, MA 02139 2.002 MECHANICS AND MATERIALS II Spring, 2004 Creep and Creep Fracture: Part III Creep Fracture c L. Anand
More information548 Advances of Computational Mechanics in Australia
Applied Mechanics and Materials Online: 2016-07-25 ISSN: 1662-7482, Vol. 846, pp 547-552 doi:10.4028/www.scientific.net/amm.846.547 2016 Trans Tech Publications, Switzerland Geometric bounds for buckling-induced
More informationMechanical properties 1 Elastic behaviour of materials
MME131: Lecture 13 Mechanical properties 1 Elastic behaviour of materials A. K. M. B. Rashid Professor, Department of MME BUET, Dhaka Today s Topics Deformation of material under the action of a mechanical
More informationMechanically Efficient Cellular Microstructures in Plants. Lorna J. Gibson Materials Science & Engineering MIT
Mechanically Efficient Cellular Microstructures in Plants Lorna J. Gibson Materials Science & Engineering MIT 1 Introduction Plants are typically loaded in bending by wind and in compression by self-weight
More informationBending 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 informationMECE 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 informationCOLUMNS: BUCKLING (DIFFERENT ENDS)
COLUMNS: BUCKLING (DIFFERENT ENDS) Buckling of Long Straight Columns Example 4 Slide No. 1 A simple pin-connected truss is loaded and supported as shown in Fig. 1. All members of the truss are WT10 43
More informationSupporting Information
Supporting Information Hierarchical Porous N-doped Graphene Monoliths for Flexible Solid-State Supercapacitors with Excellent Cycle Stability Xiaoqian Wang, Yujia Ding, Fang Chen, Han Lu, Ning Zhang*,
More informationSamantha Ramirez, MSE
Samantha Ramirez, MSE Centroids The centroid of an area refers to the point that defines the geometric center for the area. In cases where the area has an axis of symmetry, the centroid will lie along
More informationPerformance Evaluation of Fu Chang and Low Density Foam Model for Expanded Polypropylene
MIT International Journal of Mechanical Engineering, Vol. 4, No. 1, January 2014, pp. 49 53 49 Performance Evaluation of Fu Chang and Low Density Foam Model for Expanded Polypropylene Vivek Srivastava
More informationCIV 207 Winter For practice
CIV 07 Winter 009 Assignment #10 Friday, March 0 th Complete the first three questions. Submit your work to Box #5 on the th floor of the MacDonald building by 1 noon on Tuesday March 31 st. No late submissions
More informationInherently Adaptive Structural Materials. Technova Corporation
Inherently Adaptive Structural Materials Technova Corporation Outline of the Presentation Structural and Adaptive Qualities of Bone Biomimetic Principles of Adaptive Materials Design & Evaluation of Integrated
More informationThis article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research and
This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research and education use, including for instruction at the authors institution
More informationCIVL473 Fundamentals of Steel Design
CIVL473 Fundamentals of Steel Design CHAPTER 4 Design of Columns- embers with Aial Loads and oments Prepared B Asst.Prof.Dr. urude Celikag 4.1 Braced ultistore Buildings - Combined tension and oments Interaction
More information7.5 Elastic Buckling Columns and Buckling
7.5 Elastic Buckling The initial theory of the buckling of columns was worked out by Euler in 1757, a nice example of a theory preceding the application, the application mainly being for the later invented
More informationSimulation of a Material Undergoing Equal Channel Angular Process Using Finite Element Anallysis with MARC
International Journal of Scientific & Engineering Research, Volume 3, Issue 6, June-2012 1 Simulation of a Material Undergoing Equal Channel Angular Process Using Finite Element Anallysis with MARC S.
More informationComputational Modelling of Vibrations Transmission Loss of Auxetic Lattice Structure
Vibrations in Physical Systems Vol. 27 (2016) Abstract Computational Modelling of Vibrations Transmission Loss of Auxetic Lattice Structure Eligiusz IDCZAK Institute of Applied Mechanics, Poznan University
More informationSANDWICH COMPOSITE BEAMS for STRUCTURAL APPLICATIONS
SANDWICH COMPOSITE BEAMS for STRUCTURAL APPLICATIONS de Aguiar, José M., josemaguiar@gmail.com Faculdade de Tecnologia de São Paulo, FATEC-SP Centro Estadual de Educação Tecnológica Paula Souza. CEETEPS
More informationThree-dimensional stiff cellular structures with negative Poisson's ratio
! Three-dimensional stiff cellular structures with negative Poisson's ratio Dong Li a, Jie Ma a, Liang Dong b and Roderic S. Lakes c a College of Sciences, Northeastern University, Shenyang 110819, PR
More informationPotential-dependent dynamic fracture of nanoporous gold
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
More informationStudy on the Microstructure and Load Bearing Properties of Granular Material
Study on the Microstructure and Load Bearing Properties of Granular Material Mohammad Alam, Zhengguo Gao, and Zhichang Li School of Transportation Science and Engineering Beihang University, Beijing 100191,
More informationStructural Analysis I Chapter 4 - Torsion TORSION
ORSION orsional stress results from the action of torsional or twisting moments acting about the longitudinal axis of a shaft. he effect of the application of a torsional moment, combined with appropriate
More informationSeismic Pushover Analysis Using AASHTO Guide Specifications for LRFD Seismic Bridge Design
Seismic Pushover Analysis Using AASHTO Guide Specifications for LRFD Seismic Bridge Design Elmer E. Marx, Alaska Department of Transportation and Public Facilities Michael Keever, California Department
More informationNonlinear Buckling Prediction in ANSYS. August 2009
Nonlinear Buckling Prediction in ANSYS August 2009 Buckling Overview Prediction of buckling of engineering structures is a challenging problem for several reasons: A real structure contains imperfections
More information3-D Finite Element Analysis of Instrumented Indentation of Transversely Isotropic Materials
3-D Finite Element Analysis of Instrumented Indentation of Transversely Isotropic Materials Abstract: Talapady S. Bhat and T. A. Venkatesh Department of Material Science and Engineering Stony Brook University,
More informationFig. 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 informationActuation of kagome lattice structures
Actuation of kagome lattice structures A.C.H. Leung D.D. Symons and S.D. Guest Department of Engineering, University of Cambridge, Trumpington Street, Cambridge, CB2 1PZ, UK The kagome lattice has been
More informationMOLECULAR SIMULATION FOR PREDICTING MECHANICAL STRENGTH OF 3-D JUNCTIONED CARBON NANOSTRUCTURES
ECCM16-16 TH EUROPEAN CONFERENCE ON COMPOSITE MATERIALS, Seville, Spain, 22-26 June 214 MOLECULAR SIMULATION FOR PREDICTING MECHANICAL STRENGTH OF 3-D JUNCTIONED CARBON NANOSTRUCTURES S. Sihn a,b*, V.
More informationUNIT III DEFLECTION OF BEAMS 1. What are the methods for finding out the slope and deflection at a section? The important methods used for finding out the slope and deflection at a section in a loaded
More informationStress Test Based on Planar Flexible Eddy Current Sensor
5th International Symposium on NDT in Aerospace, 13-15th November 2013, Singapore Stress Test Based on Planar Flexible Eddy Current Sensor TANG Ying 1, LI Ji 1, ZHAO Jianqiang 1, HE Yunze 1, TAN Xianglin
More informationReliability assessment for Cu/Low-k structure based on bump shear modeling and simulation method
Reliability assessment for Cu/Low-k structure based on bump shear modeling and simulation method Abstract Bump shear is widely used to characterize interface strength of Cu/low-k structure. In this work,
More informationStrain Measurement. Prof. Yu Qiao. Department of Structural Engineering, UCSD. Strain Measurement
Strain Measurement Prof. Yu Qiao Department of Structural Engineering, UCSD Strain Measurement The design of load-carrying components for machines and structures requires information about the distribution
More informationStrength of Materials (15CV 32)
Strength of Materials (15CV 32) Module 1 : Simple Stresses and Strains Dr. H. Ananthan, Professor, VVIET,MYSURU 8/21/2017 Introduction, Definition and concept and of stress and strain. Hooke s law, Stress-Strain
More information1. The Properties of Fluids
1. The Properties of Fluids [This material relates predominantly to modules ELP034, ELP035] 1.1 Fluids 1.1 Fluids 1.2 Newton s Law of Viscosity 1.3 Fluids Vs Solids 1.4 Liquids Vs Gases 1.5 Causes of viscosity
More informationCE5510 Advanced Structural Concrete Design - Design & Detailing of Openings in RC Flexural Members-
CE5510 Advanced Structural Concrete Design - Design & Detailing Openings in RC Flexural Members- Assoc Pr Tan Kiang Hwee Department Civil Engineering National In this lecture DEPARTMENT OF CIVIL ENGINEERING
More informationSupplementary Figure 1 Molecular structures involved in MFSOTE materials.
Supplementary Figure 1 Molecular structures involved in MFSOTE materials. Supplementary Figure 2 Microstructure characterization. SEM images of the microstructured PU without (a) and with (b) coated PEDOT:PSS.
More informationSupporting Information. Unique Core-Shell Concave Octahedron with Enhanced Methanol Oxidation Activity
Supporting Information Unique Cu@CuPt Core-Shell Concave Octahedron with Enhanced Methanol Oxidation Activity Qi Wang a, Zhiliang Zhao c, Yanlin Jia* b, Mingpu Wang a, Weihong Qi a, Yong Pang a, Jiang
More informationDesign of Beams (Unit - 8)
Design of Beams (Unit - 8) Contents Introduction Beam types Lateral stability of beams Factors affecting lateral stability Behaviour of simple and built - up beams in bending (Without vertical stiffeners)
More informationStrain localization and cyclic damage of polyurethane foam cylinders: experimental tests and theoretical model
Strain localization and cyclic damage of polyurethane foam cylinders: experimental tests and theoretical model Giampiero Pampolini, Gianpietro Del Piero To cite this version: Giampiero Pampolini, Gianpietro
More informationKINK BAND FORMATION OF FIBER REINFORCED POLYMER (FRP)
KINK BAND FORMATION OF FIBER REINFORCED POLYMER (FRP) 1 University of Science & Technology Beijing, China, niukm@ustb.edu.cn 2 Tsinghua University, Department of Engineering Mechanics, Beijing, China,
More informationTin Whisker Growth Induced by High Electron Current Density
Journal of ELECTRONIC MATERIALS, Vol. 37, No. 1, 2008 DOI: 10.1007/s11664-007-0219-0 Ó 2007 TMS Special Issue Paper Tin Whisker Growth Induced by High Electron Current Density Y.W. LIN, 1 YI-SHAO LAI,
More informationEXPERIMENTAL AND FINITE ELEMENT ANALYSIS OF MULTILAYERED HONEYCOMB COMPOSITE MATERIAL SUBJECT TO STATIC LOADING
U.P.B. Sci. Bull., Series B, Vol. 79, Iss. 3, 2017 ISSN 1454-2331 EXPERIMENTAL AND FINITE ELEMENT ANALYSIS OF MULTILAYERED HONEYCOMB COMPOSITE MATERIAL SUBJECT TO STATIC LOADING Cormos RAUL 1, Horia-Alexandru
More informationStandardisation of UHPC in Germany
Standardisation of UHPC in Germany Part II: Development of Design Rules, University of Siegen Prof. Dr.-Ing. Ekkehard Fehling, University of Kassel 1 Overvie Introduction: Work of the Task Group Design
More informationActa Materiae Compositae Sinica Vol123 No12 April 2006
Acta Materiae Compositae Sinica Vol123 No12 April 2006 : 1000 3851 (2006) 02 0059 06 23 2 4 2006 3, (, 300160) :, 4 / 3D 2 0 30 45 60 90 :,, ; 4,, ;,, : ; ; : TB332 ; V258. 3 : A Mechanical anisotropy
More informationSUPPLEMENTARY INFORMATION 1
1 Supplementary information Effect of the viscoelasticity of substrate: In the main text, we indicated the role of the viscoelasticity of substrate. In all problems involving a coupling of a viscous medium
More informationEMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 3 Torsion
EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 3 Torsion Introduction Stress and strain in components subjected to torque T Circular Cross-section shape Material Shaft design Non-circular
More informationPLATE GIRDERS II. Load. Web plate Welds A Longitudinal elevation. Fig. 1 A typical Plate Girder
16 PLATE GIRDERS II 1.0 INTRODUCTION This chapter describes the current practice for the design of plate girders adopting meaningful simplifications of the equations derived in the chapter on Plate Girders
More informationModule III - Macro-mechanics of Lamina. Lecture 23. Macro-Mechanics of Lamina
Module III - Macro-mechanics of Lamina Lecture 23 Macro-Mechanics of Lamina For better understanding of the macromechanics of lamina, the knowledge of the material properties in essential. Therefore, the
More informationTitle of file for HTML: Supplementary Information Description: Supplementary Figures and Supplementary References
Title of file for HTML: Supplementary Information Description: Supplementary Figures and Supplementary References Supplementary Figure 1. SEM images of perovskite single-crystal patterned thin film with
More informationD : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each.
GTE 2016 Q. 1 Q. 9 carry one mark each. D : SOLID MECHNICS Q.1 single degree of freedom vibrating system has mass of 5 kg, stiffness of 500 N/m and damping coefficient of 100 N-s/m. To make the system
More informationLaboratory 4 Bending Test of Materials
Department of Materials and Metallurgical Engineering Bangladesh University of Engineering Technology, Dhaka MME 222 Materials Testing Sessional.50 Credits Laboratory 4 Bending Test of Materials. Objective
More informationPhys 412 Solid State Physics. Lecturer: Réka Albert
Phys 412 Solid State Physics Lecturer: Réka Albert What is a solid? A material that keeps its shape Can be deformed by stress Returns to original shape if it is not strained too much Solid structure
More informationStress-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 informationSize-dependent catalytic activity of monodispersed nickel nanoparticles for the hydrolytic dehydrogenation of ammonia borane
Size-dependent catalytic activity of monodispersed nickel nanoparticles for the hydrolytic dehydrogenation of ammonia borane Kun Guo a,b, Hailong Li c and Zhixin Yu a,b * a Department of Petroleum Engineering,
More informationReferences in the Supporting Information:
Identification of the Selective Sites for Electrochemical Reduction of CO to C2+ Products on Copper Nanoparticles by Combining Reactive Force Fields, Density Functional Theory, and Machine Learning Supporting
More informationDrop Impact Reliability Test and Failure Analysis for Large Size High Density FOWLP Package on Package
2017 IEEE 67th Electronic Components and Technology Conference Drop Impact Reliability Test and Failure Analysis for Large Size High Density FOWLP Package on Package Zhaohui Chen, Faxing Che, Mian Zhi
More informationElastic Stability Of Columns
Elastic Stability Of Columns Introduction: Structural members which carry compressive loads may be divided into two broad categories depending on their relative lengths and cross-sectional dimensions.
More informationCOURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5
COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5 TIME SCHEDULE MODULE TOPICS PERIODS 1 Simple stresses
More informationFan, Hai-fu Institute of Physics, Chinese Academy of Sciences, Beijing , China
Direct Methods in Crystallography Fan, Hai-fu Institute of Physics, Chinese Academy of Sciences, Beijing 100080, China An important branch of crystallography is the X-ray diffraction analysis of crystal
More informationMechanical 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 informationCompressive Residual Stress Optimization in Laser Peening of a Curved Geometry
Compressive Residual Stress Optimization in Laser Peening of a Curved Geometry Anoop Vasu and Ramana V. Grandhi Department of Mechanical and Materials Engineering, Wright State University, Dayton, OH,
More informationUNIT 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