Deforming Single and Multilayer Graphenes in Tension and Compression
|
|
- Alannah Harris
- 6 years ago
- Views:
Transcription
1 Deforming Single and Multilayer Graphenes in Tension and Compression Costas Galio*s*, Georgia Tsoukleri, Konstan*nos Papagelis, John Parthenios Otakar Frank Kostya Novoselov FORTH/ICE- HT & Univ. Patras, Greece J. Heyrovský Czech Republic University of Manchester, UK
2 FORTH/ ICE-HT Rio, Patras FORTH/ICE-HT
3 Foundation of Research & Technology (FORTH) v ICE- HT: Physico- mechanical (Patras) v IESL: Devices (Heraklion) v IACM: Modeling (Heraklion) Institute of BIOMEDICAL RESEARCH Ioannina Institute of CHEMICAL ENGINEERING AND HIGH TEMPERATURE CHEMICAL PROCESSES Patras Institute of MEDITERRANEAN STUDIES Rethymno Heraklion Institute of APPLIED AND COMPUTATIONAL MATHEMATICS Institute of ELECTRONIC STRUCTURE & LASER Institute of MOLECULAR BIOLOGY & BIOTECHNOLGY Institute of COMPUTER SCIENCES FORTH/ICE-HT
4 Background Mechanical behaviour of graphene: High s*ffness, high strength, high duc*lity (toughness)
5 Current Status/ Aims v A great deal of modeling work (ab ini@o & other) has been accomplished (NB. large diversity of values). Progress towards verifica@on: v Rela*ve liule experimental work (mainly bending) for freely- suspended flakes v Axial deforma*on in tension (up to 1.5%) and compression (up to failure) has been accomplished on flexed beams in combina*on with simultaneous Raman measurements
6 Bending Experiments
7 Plate vs Membrane Analysis How should we treat graphene? v Membranes exhibit zero bending s*ffness (NB. graphene exhibits a finite value of κ). They can only sustain tensile loads; their inability to sustain compressive loads leads to wrinkling. v Plates have finite thicknesses that normally give rise to internal stress/ strain distribu*on during bending. The deflec*on of the mid- plane is small compared to thickness.
8 Graphene as a membrane: past bending experiments (2007) Lee et al, (2008) v For large deforma*ons there are no closed form solu*ons that allow us to convert to stress- strain curves and to extract Young s moduli, E, values and the UTS. ab ini*o v An axial stress- strain curve was derived assuming clamped freestanding elas*c thin circular membrane under point load of no bending s*ffness, a thickness of nm and a stress- strain rela*onship of the form σ =Eε +Dε 2 (D es*mated through σ max =- E 2 /4D) Lee et al, Science, 2008
9 Cantilever Mechanics Galilei, Galileo ( ) Discorsi Axial e dimostrazioni Loading (tension & compression matematiche, combined intorno with Raman à due measurements) nuoue scienze.
10 Experimental set-up for application of uniaxial strain Simply-supported flake F1 Embedded flake or S1805 (785 nm (514.5 nm) Materials & Geometry SU8 photo resist epoxy-based polymer PMMA beam substrate (2.9x12.0x70) mm 3 x = 10.4 mm and L = 70 mm Mechanical strain at the top of the beam ε 3tδ = 1 2L ( x) 2 x L δ: deflection of the beam neutral axis L: span of the beam t : beam thickness Operating limits: L>> 10δ max -1.5% < ε < 1.5% 10
11 Raman Spectra of embedded layer graphene inside PMMA 100 nm 200 nm t Graphene flake PMMA 495 SU8 Graphene + PMMA Intensity (arb. units) PMMA b PMMA Raman Shift (cm -1 )
12 Raman spectra of 2D-peak from embedded graphene flakes and bulk graphite 2D 1 2D 2 PMMA PMMA 495 SU8 2D Tsoukleri et al. Small 2009, 5, 2397]
13 2700 Simply-supported ( bare ) flake λ exc =514.5nm 80 P o s ( 2 D ) ( c m - 1 ) ω = ε 17.3ε 2 PMMA Graphene flake C o m p re s s i o n ω = ε 27.8ε 2 T e n s i o n S tra i n ( % ) ù 2 D / å (c m - 1 /% ) Tsoukleri et al. Small 2009, 5, 2397] 13
14 Fully embedded flake 2700 λ exc =514.5nm 80 P o s ( 2 D ) ( c m - 1 ) ω = ε 55.1ε 2 PMMA PMMA 495 SU8 C o m p re s s i o n ω = ε 13.7ε 2 T e n s i o n S tra i n ( % ) ù 2 D / å (c m - 1 /% ) Tsoukleri et al. Small 2009, 5, 2397]
15 G peak vs. strain (no residual strain) 0.0% 1.0% Mohiudin et al, PRB, 2009 Frank et al, ACS- Nano, 2010 / ε = 36.0 cm ω G 1 /% ω G + / ε = 17.5 cm 1 /%
16 Loading a graphene bilayer 2D21 2D22 785nm (1.581 e V ) 2D12 2D11 633nm (1.961 e V ) 2500 D3d R a m a n Inte ns ity (a.u.) 830nm (1.495 e V ) R a m a n s hift ( c m )
17 Graphene bilayer under uniaxial tension G peak 1587 cm cm-1 Eg Eu [Yan et al. PRB 77, (2009)] ωg+ (2L) / ε = ± 4.9 cm- 1 / % ωg (2L) / ε = ± 5.4 cm- 1 / % Frank et al, to be submi[ed, 2011
18 Graphene bilayer under uniaxial tension 2D peak 2D11 2D12 2D21 2D22
19 (2007) Lee et al, (2008) ab ini*o Tensile (axial) measurements current status
20 Compression (Measurements & Analysis)
21 Compression of embedded graphene flakes - 2D band F2 F1 F3
22 Graphene as a thin plate: critical buckling strain (1/2) The cri3cal strain, ε c, for the buckling of a rectangular thin plate under uniaxial compression is given by the classical Euler formula: ε c π k w κ C 2 = 2 l: length (dimension parallel to strain) w: width m: number of half- waves to appear at the critical load κ: flexural rigidity, 3.18 GPa nm 3 =20 ev 1 C: tension rigidity, 340 GPa nm 1 k = mw l + 2 l mw k For a layer of atomic thickness in air, ε c 10-9 (1 nanostrain) l/w
23 Graphene as a thin plate: critical buckling strain (2/2) k w 2 = a ε + c b slope a = 0.03 µ m -2 Euler regime applies for k> 0.05 μm - 2 For freely suspended flake in air: For embedded flake: 3 κ = 3.18 GPa n m ~ 20 ev ε κ embedded c embedded k κ = 2 w = embedded C π GPa nm ~ 70 MeV,
24 Shear failure or slippage
25 Bending Stiffness, κ, for h=0.335 nm Specimen κ (ev) κ (Joules) Free- standing ~20 1 ~3*10-18 Embedded ~7 * 10 7 (70 MeV) 2 ~1*10-11 (10 pj) Simply- supported ~2 * 10 7 (20 MeV) 2 ~3*10-12 (3 pj) 3 1 Lee et al, Science, Frank et al, ACS Nano, Unpublished Data
26 Estimation of compression strength SLG Flake F1 εc (%)1 σc (GPa)2 l (μm) w (μm) k k / w2 (μm- 2) F F F ε determined from the c 2 Assuming a modulus of nd order polynomials as maxima 1 TPa and a linear relationship Typical compression strength of carbon fibres (microscale): 2-3 GPa
27 Stress transfer phenomena in polymer/ graphene composites
28 Graphene: A powerful stress/ strain sensor Phonon stress or strain sensi*vi*es: G peak G σ T G ε T ~ 2.7 (cm GPa ~ 2700 cm ) 2D peak (2 D) σ ( 2 D) ε T T 1 1 ~ 6.0 (cm GPa ) ~ 6000 cm 1 Knowing the wavenumber shiq we can resolve the inverse problem i.e. to obtain the values of axial σ and/or ε in graphene composites through the above rela*ons. Frank et al, Nature Comms,2:255, DOI , 2011
29 Strain maps of graphene flakes embedded into polymers 0.74% 0.0% released 10µm 10µm 2LG 2LG 1LG 1LG
30 Textbook stuff: Mechanisms of Stress Transfer in Composites σ f z x τ distance x x
31 Elastic transfer in polymer composites (1/2) (shear-lag analysis) Kevlar / epoxy Anagnostopoulos et al, Acta Materialia, 53, 2005
32 Elastic transfer in polymer composites (2/2) (shear-lag analysis) Same high- modulus carbon fibre but different oxida*ve treatment Melani*s & Galio*s, Proc. of Royal Soc.- A, , (1993)
33 Shear lag analysis of graphene flakes embedded into polymers 2 d σ f H σ 2 dx wt E f f = ε βl σ f( x) = Ef ε 1 cosh( βx) + tanh( ) sinh( βx) 2 H where wg T tln t and β 1 t G T Ef ln t mt, mt, = = dσ dx f τ = t [ x ] σ f()~ x σ f, 1 exp( β ) τ ~ and te E e β f, fβ x
34 Shear lag analysis of a 1LG/ 2LG graphene flake in PMMA 10 µm L1 2LG 1LG L3 L1 L2 β_1lg β_2lg ISS_1LG ISS_2LG (µm -1 ) (µm -1 ) (MPa) (MPa) L1 0,43 0,43 L2 0,88 0,92 L2 0,63 0,54 1,43 2,60 L3 0,61 0,75 1,48 3,71 L3
35 Axial & Interfacial shear stress distributions
36 Conclusions v Experiments on purely axial loading of graphene in tension have not been performed as yet. v If no residual strain is present the phonon vs. strain rela*nonship in tension is linear at least up to ~1.5%. v In compression, the observed phonon relaxa*on is indica*ve of failure ini*a*on. The obtained values of cri*cal strain to failure for monolayer graphene agree well with Euler buckling analysis. v The stress transfer from a polymer matrix to graphenes (1LG &2LG) seems to proceed along macroscopic principles (shear- lag). v Pris*ne graphenes exhibit poor interfacial strength in PMMA matrices. AUen*on should be exercised when measurements are made near the flake edges.
37 Acknowledgements/ Collaborations v Dr. D. Tassis (Univ. Patras) v Dr. A. Ferrari (Univ. Cambridge, UK) v Prof. A. Geim (Univ. Manchester, UK) Financial support: v Marie- Curie TOK v GRAPHENE CENTRE (FORTH)
38 Graphene bilayer under uniaxial tension 2D band λ= 785 nm λ= 633 nm ω 2D ω 2D / ε ω 2D ω 2D / ε [cm - 1 ] [cm - 1 /%] [cm - 1 ] [cm - 1 /%] 2D ± ± ± ±7.3 2D ± ± ± ±8.4 2D ± ± ± ±4.4 2D ± ± ± ±5.4
Mechanical properties of graphene
Costas GALIOTIS Mechanical properties of graphene BSc in Chemistry University of Athens PhD in Materials Science- University of London, Director of the Institute of Chemical Engineering and High Temperature
More informationSupporting Information
Supporting Information Failure Processes in Embedded Monolayer Graphene under Axial Compression Charalampos Androulidakis, Emmanuel N. Koukaras, Otakar Frank, Georgia Tsoukleri, Dimitris Sfyris, John Parthenios,
More informationGraphene-reinforced elastomers for demanding environments
Graphene-reinforced elastomers for demanding environments Robert J Young, Ian A. Kinloch, Dimitrios G. Papageorgiou, J. Robert Innes and Suhao Li School of Materials and National Graphene Institute The
More informationSubjecting a graphene monolayer to tension and compression
Subjecting a graphene monolayer to tension and compression Georgia Tsoukleri 1,2, John Parthenios 1,2, Konstantinos Papagelis 3, Rashid Jalil 4, Andrea C. Ferrari 5, A. K. Geim 4, Kostya S. Novoselov 4
More informationCHEM-C2410: Materials Science from Microstructures to Properties Composites: basic principles
CHEM-C2410: Materials Science from Microstructures to Properties Composites: basic principles Mark Hughes 14 th March 2017 Today s learning outcomes To understand the role of reinforcement, matrix and
More informationExperimentally derived axial stress- strain relations for twodimensional materials such as monolayer graphene
Experimentally derived axial stress- strain relations for twodimensional materials such as monolayer graphene Ch. Androulidakis 1,2, G. Tsoukleri 2, N. Koutroumanis 2, G. Gkikas 2, P. Pappas 2, J. Parthenios
More informationPURE BENDING. If a simply supported beam carries two point loads of 10 kn as shown in the following figure, pure bending occurs at segment BC.
BENDING STRESS The effect of a bending moment applied to a cross-section of a beam is to induce a state of stress across that section. These stresses are known as bending stresses and they act normally
More informationEE 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 16: Energy
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 informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of Civil Engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module-13 LECTURE-
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 informationQUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS
QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State Hooke s law. 3. Define modular ratio,
More informationIntensity (a.u.) Intensity (a.u.) Raman Shift (cm -1 ) Oxygen plasma. 6 cm. 9 cm. 1mm. Single-layer graphene sheet. 10mm. 14 cm
Intensity (a.u.) Intensity (a.u.) a Oxygen plasma b 6 cm 1mm 10mm Single-layer graphene sheet 14 cm 9 cm Flipped Si/SiO 2 Patterned chip Plasma-cleaned glass slides c d After 1 sec normal Oxygen plasma
More informationSupporting Information
Supporting Information Thickness of suspended epitaxial graphene (SEG) resonators: Graphene thickness was estimated using an atomic force microscope (AFM) by going over the step edge from SiC to graphene.
More informationPES Institute of Technology
PES Institute of Technology Bangalore south campus, Bangalore-5460100 Department of Mechanical Engineering Faculty name : Madhu M Date: 29/06/2012 SEM : 3 rd A SEC Subject : MECHANICS OF MATERIALS Subject
More informationQUESTION BANK DEPARTMENT: CIVIL SEMESTER: III SUBJECT CODE: CE2201 SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A
DEPARTMENT: CIVIL SUBJECT CODE: CE2201 QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State
More informationSTRENGTH OF MATERIALS-I. Unit-1. Simple stresses and strains
STRENGTH OF MATERIALS-I Unit-1 Simple stresses and strains 1. What is the Principle of surveying 2. Define Magnetic, True & Arbitrary Meridians. 3. Mention different types of chains 4. Differentiate between
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 informationheight trace of a 2L BN mechanically exfoliated on SiO 2 /Si with pre-fabricated micro-wells. Scale bar 2 µm.
Supplementary Figure 1. Few-layer BN nanosheets. AFM image and the corresponding height trace of a 2L BN mechanically exfoliated on SiO 2 /Si with pre-fabricated micro-wells. Scale bar 2 µm. Supplementary
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 informationINTRODUCTION TO STRAIN
SIMPLE STRAIN INTRODUCTION TO STRAIN In general terms, Strain is a geometric quantity that measures the deformation of a body. There are two types of strain: normal strain: characterizes dimensional changes,
More informationFlexural properties of polymers
A2 _EN BUDAPEST UNIVERSITY OF TECHNOLOGY AND ECONOMICS FACULTY OF MECHANICAL ENGINEERING DEPARTMENT OF POLYMER ENGINEERING Flexural properties of polymers BENDING TEST OF CHECK THE VALIDITY OF NOTE ON
More informationMAAE 2202 A. Come to the PASS workshop with your mock exam complete. During the workshop you can work with other students to review your work.
It is most beneficial to you to write this mock final exam UNDER EXAM CONDITIONS. This means: Complete the exam in 3 hours. Work on your own. Keep your textbook closed. Attempt every question. After the
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 informationISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING
ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING QUESTION BANK FOR THE MECHANICS OF MATERIALS-I 1. A rod 150 cm long and of diameter 2.0 cm is subjected to an axial pull of 20 kn. If the modulus
More informationThe science of elasticity
The science of elasticity In 1676 Hooke realized that 1.Every kind of solid changes shape when a mechanical force acts on it. 2.It is this change of shape which enables the solid to supply the reaction
More information20. 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 informationModelling the nonlinear shear stress-strain response of glass fibrereinforced composites. Part II: Model development and finite element simulations
Modelling the nonlinear shear stress-strain response of glass fibrereinforced composites. Part II: Model development and finite element simulations W. Van Paepegem *, I. De Baere and J. Degrieck Ghent
More informationCHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES
CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES * Governing equations in beam and plate bending ** Solution by superposition 1.1 From Beam Bending to Plate Bending 1.2 Governing Equations For Symmetric
More information2 marks Questions and Answers
1. Define the term strain energy. A: Strain Energy of the elastic body is defined as the internal work done by the external load in deforming or straining the body. 2. Define the terms: Resilience and
More informationME 2570 MECHANICS OF MATERIALS
ME 2570 MECHANICS OF MATERIALS Chapter III. Mechanical Properties of Materials 1 Tension and Compression Test The strength of a material depends on its ability to sustain a load without undue deformation
More informationCIVIL DEPARTMENT MECHANICS OF STRUCTURES- ASSIGNMENT NO 1. Brach: CE YEAR:
MECHANICS OF STRUCTURES- ASSIGNMENT NO 1 SEMESTER: V 1) Find the least moment of Inertia about the centroidal axes X-X and Y-Y of an unequal angle section 125 mm 75 mm 10 mm as shown in figure 2) Determine
More information2. Determine the deflection at C of the beam given in fig below. Use principal of virtual work. W L/2 B A L C
CE-1259, Strength of Materials UNIT I STRESS, STRAIN DEFORMATION OF SOLIDS Part -A 1. Define strain energy density. 2. State Maxwell s reciprocal theorem. 3. Define proof resilience. 4. State Castigliano
More informationUNIVERSITY 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 informationIntroduction 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 informationRevealing bending and force in a soft body through a plant root inspired. approach. Lucia Beccai 1* Piaggio 34, Pontedera (Italy)
Revealing bending and force in a soft body through a plant root inspired approach Chiara Lucarotti 1,2, Massimo Totaro 1, Ali Sadeghi 1, Barbara Mazzolai 1, Lucia Beccai 1* 1 Center for Micro-BioRobotics
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 informationMassachusetts Institute of Technology Department of Aeronautics and Astronautics Cambridge, MA Problem Set 14
Massachusetts Institute of Technology Department of Aeronautics and Astronautics Cambridge, MA 02139 16.01/16.02 Unified Engineering I, II Fall 2003 Problem Set 14 Name: Due Date: 12/9/03 F18 F19 F20 M19
More informationLecture 15 Strain and stress in beams
Spring, 2019 ME 323 Mechanics of Materials Lecture 15 Strain and stress in beams Reading assignment: 6.1 6.2 News: Instructor: Prof. Marcial Gonzalez Last modified: 1/6/19 9:42:38 PM Beam theory (@ ME
More informationName :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS
Name :. Roll No. :..... Invigilator s Signature :.. 2011 SOLID MECHANICS Time Allotted : 3 Hours Full Marks : 70 The figures in the margin indicate full marks. Candidates are required to give their answers
More informationMechanical Interactions at the Interfaces of Atomically Thin Materials (Graphene)
Mechanical Interactions at the Interfaces of Atomically Thin Materials (Graphene) Rui Huang Center for Mechanics of Solids, Structures and Materials Department of Aerospace Engineering and Engineering
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 informationMECHANICS 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 informationMechanical 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 informationTHE DETERMINATION OF FRACTURE STRENGTH FROM ULTIMATE TENSILE AND TRANSVERSE RUPTURE STRESSES
Powder Metallurgy Progress, Vol.3 (003), No 3 119 THE DETERMINATION OF FRACTURE STRENGTH FROM ULTIMATE TENSILE AND TRANSVERSE RUPTURE STRESSES A.S. Wronski, A.Cias Abstract It is well-recognized that the
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 information2012 MECHANICS OF SOLIDS
R10 SET - 1 II B.Tech II Semester, Regular Examinations, April 2012 MECHANICS OF SOLIDS (Com. to ME, AME, MM) Time: 3 hours Max. Marks: 75 Answer any FIVE Questions All Questions carry Equal Marks ~~~~~~~~~~~~~~~~~~~~~~
More informationAN EFFECTIVE SOLUTION OF THE COMPOSITE (FGM S) BEAM STRUCTURES
Engineering MECHANICS, Vol. 15, 2008, No. 2, p. 115 132 115 AN EFFECTIVE SOLUTION OF THE COMPOSITE (FGM S) BEAM STRUCTURES Justín Murín, Vladimír Kutiš* The additive mixture rules have been extended for
More informationElastic properties of graphene
Elastic properties of graphene M. I. Katsnelson P. Le Doussal B. Horowitz K. Wiese J. Gonzalez P. San-Jose V. Parente B. Amorim R. Roldan C. Gomez-Navarro J. Gomez G. Lopez-Polin F. Perez-Murano A. Morpurgo
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 information: APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4021 COURSE CATEGORY : A PERIODS/ WEEK : 5 PERIODS/ SEMESTER : 75 CREDIT : 5 TIME SCHEDULE
COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4021 COURSE CATEGORY : A PERIODS/ WEEK : 5 PERIODS/ SEMESTER : 75 CREDIT : 5 TIME SCHEDULE MODULE TOPIC PERIODS 1 Simple stresses
More information1.050: Beam Elasticity (HW#9)
1050: Beam Elasticity (HW#9) MIT 1050 (Engineering Mechanics I) Fall 2007 Instructor: Markus J BUEHER Due: November 14, 2007 Team Building and Team Work: We strongly encourage you to form Homework teams
More informationExperiment Five (5) Principal of Stress and Strain
Experiment Five (5) Principal of Stress and Strain Introduction Objective: To determine principal stresses and strains in a beam made of aluminum and loaded as a cantilever, and compare them with theoretical
More informationCHEM-E2200: Polymer blends and composites Fibre architecture and principles of reinforcement
CHEM-E2200: Polymer blends and composites Fibre architecture and principles of reinforcement Mark Hughes 19 th September 2016 Outline Fibre architecture Volume fraction and the rule of mixtures Principle
More informationMECHANICS LAB AM 317 EXP 3 BENDING STRESS IN A BEAM
MECHANICS LAB AM 37 EXP 3 BENDING STRESS IN A BEAM I. OBJECTIVES I. To compare the experimentally determined stresses in a beam with those predicted from the simple beam theory (a.k.a. Euler-Bernoull beam
More informationApplication of Finite Element Method to Create Animated Simulation of Beam Analysis for the Course of Mechanics of Materials
International Conference on Engineering Education and Research "Progress Through Partnership" 4 VSB-TUO, Ostrava, ISSN 156-35 Application of Finite Element Method to Create Animated Simulation of Beam
More informationINTERFACIAL CONTROL IN GRAPHENE- AND TRANSITION METAL DICHALCOGENIDE-POLYMER NANOCOMPOSITES
INTERFACIAL CONTROL IN GRAPHENE- AND TRANSITION METAL DICHALCOGENIDE-POLYMER NANOCOMPOSITES Fang Wang 1, Mark Bissett 2, Andinet Aynalem 3, Robert A.W. Dryfe 3, Daniel Wolverson 4, Reshef Tenne 5, Robert
More informationMechanical Engineering Ph.D. Preliminary Qualifying Examination Solid Mechanics February 25, 2002
student personal identification (ID) number on each sheet. Do not write your name on any sheet. #1. A homogeneous, isotropic, linear elastic bar has rectangular cross sectional area A, modulus of elasticity
More informationENG2000 Chapter 7 Beams. ENG2000: R.I. Hornsey Beam: 1
ENG2000 Chapter 7 Beams ENG2000: R.I. Hornsey Beam: 1 Overview In this chapter, we consider the stresses and moments present in loaded beams shear stress and bending moment diagrams We will also look at
More informationKINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK. Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV
KINGS COLLEGE OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK Subject code/name: ME2254/STRENGTH OF MATERIALS Year/Sem:II / IV UNIT I STRESS, STRAIN DEFORMATION OF SOLIDS PART A (2 MARKS)
More informationCHAPTER 5. Beam Theory
CHPTER 5. Beam Theory SangJoon Shin School of Mechanical and erospace Engineering Seoul National University ctive eroelasticity and Rotorcraft Lab. 5. The Euler-Bernoulli assumptions One of its dimensions
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 informationME 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 informationFrontiers of Fracture Mechanics. Adhesion and Interfacial Fracture Contact Damage
Frontiers of Fracture Mechanics Adhesion and Interfacial Fracture Contact Damage Biology, Medicine & Dentistry The Next Frontiers For Mechanics One of the current challenges in materials & mechanics is
More informationME Final Exam. PROBLEM NO. 4 Part A (2 points max.) M (x) y. z (neutral axis) beam cross-sec+on. 20 kip ft. 0.2 ft. 10 ft. 0.1 ft.
ME 323 - Final Exam Name December 15, 2015 Instructor (circle) PROEM NO. 4 Part A (2 points max.) Krousgrill 11:30AM-12:20PM Ghosh 2:30-3:20PM Gonzalez 12:30-1:20PM Zhao 4:30-5:20PM M (x) y 20 kip ft 0.2
More informationThe objective of this experiment is to investigate the behavior of steel specimen under a tensile test and to determine it's properties.
Objective: The objective of this experiment is to investigate the behavior of steel specimen under a tensile test and to determine it's properties. Introduction: Mechanical testing plays an important role
More informationPost Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method
9210-220 Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method You should have the following for this examination one answer book scientific calculator No
More information1 Static Plastic Behaviour of Beams
1 Static Plastic Behaviour of Beams 1.1 Introduction Many ductile materials which are used in engineering practice have a considerable reserve capacity beyond the initial yield condition. The uniaxial
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 informationEffect of Specimen Dimensions on Flexural Modulus in a 3-Point Bending Test
Effect of Specimen Dimensions on Flexural Modulus in a 3-Point Bending Test M. Praveen Kumar 1 and V. Balakrishna Murthy 2* 1 Mechanical Engineering Department, P.V.P. Siddhartha Institute of Technology,
More informationMechanics in Energy Resources Engineering - Chapter 5 Stresses in Beams (Basic topics)
Week 7, 14 March Mechanics in Energy Resources Engineering - Chapter 5 Stresses in Beams (Basic topics) Ki-Bok Min, PhD Assistant Professor Energy Resources Engineering i Seoul National University Shear
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 informationDynamic and buckling analysis of FRP portal frames using a locking-free finite element
Fourth International Conference on FRP Composites in Civil Engineering (CICE8) 22-24July 8, Zurich, Switzerland Dynamic and buckling analysis of FRP portal frames using a locking-free finite element F.
More informationChapter 5 Elastic Strain, Deflection, and Stability 1. Elastic Stress-Strain Relationship
Chapter 5 Elastic Strain, Deflection, and Stability Elastic Stress-Strain Relationship A stress in the x-direction causes a strain in the x-direction by σ x also causes a strain in the y-direction & z-direction
More information[5] Stress and Strain
[5] Stress and Strain Page 1 of 34 [5] Stress and Strain [5.1] Internal Stress of Solids [5.2] Design of Simple Connections (will not be covered in class) [5.3] Deformation and Strain [5.4] Hooke s Law
More informationNomenclature. Length of the panel between the supports. Width of the panel between the supports/ width of the beam
omenclature a b c f h Length of the panel between the supports Width of the panel between the supports/ width of the beam Sandwich beam/ panel core thickness Thickness of the panel face sheet Sandwich
More informationMECHANICS OF MATERIALS
CHATR Stress MCHANICS OF MATRIALS and Strain Axial Loading Stress & Strain: Axial Loading Suitability of a structure or machine may depend on the deformations in the structure as well as the stresses induced
More informationSample Question Paper
Scheme I Sample Question Paper Program Name : Mechanical Engineering Program Group Program Code : AE/ME/PG/PT/FG Semester : Third Course Title : Strength of Materials Marks : 70 Time: 3 Hrs. Instructions:
More informationStress transfer mechanisms at the sub-micron level. for graphene/ polymer systems
Stress transfer mechanisms at the sub-micron level for graphene/ polymer systems George Anagnostopoulos 1, Charalampos Androulidakis 1,2, Emmanuel N. Koukaras 1, Georgia Tsoukleri 1, Ioannis Polyzos 1,
More informationQUESTION BANK ENGINEERS ACADEMY. PL 4Ed d. Ed d. 4PL Ed d. 4Ed d. 42 Axially Loaded Members Junior Engineer
NGINRS CDMY xially oaded Members Junior ngineer QUSTION BNK 1. The stretch in a steel rod of circular section, having a length subjected to a tensile load P and tapering uniformly from a diameter d 1 at
More informationAdvanced Structural Analysis EGF Section Properties and Bending
Advanced Structural Analysis EGF316 3. Section Properties and Bending 3.1 Loads in beams When we analyse beams, we need to consider various types of loads acting on them, for example, axial forces, shear
More informationNORMAL 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 informationChapter 5 Structural Elements: The truss & beam elements
Institute of Structural Engineering Page 1 Chapter 5 Structural Elements: The truss & beam elements Institute of Structural Engineering Page 2 Chapter Goals Learn how to formulate the Finite Element Equations
More informationOutline. 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 informationCE6306 STRENGTH OF MATERIALS TWO MARK QUESTIONS WITH ANSWERS ACADEMIC YEAR
CE6306 STRENGTH OF MATERIALS TWO MARK QUESTIONS WITH ANSWERS ACADEMIC YEAR 2014-2015 UNIT - 1 STRESS, STRAIN AND DEFORMATION OF SOLIDS PART- A 1. Define tensile stress and tensile strain. The stress induced
More informationChapter 2: Elasticity
OHP 1 Mechanical Properties of Materials Chapter 2: lasticity Prof. Wenjea J. Tseng ( 曾文甲 ) Department of Materials ngineering National Chung Hsing University wenjea@dragon.nchu.edu.tw Reference: W.F.
More information2. (a) Explain different types of wing structures. (b) Explain the advantages and disadvantages of different materials used for aircraft
Code No: 07A62102 R07 Set No. 2 III B.Tech II Semester Regular/Supplementary Examinations,May 2010 Aerospace Vehicle Structures -II Aeronautical Engineering Time: 3 hours Max Marks: 80 Answer any FIVE
More informationSTRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS
1 UNIT I STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define: Stress When an external force acts on a body, it undergoes deformation. At the same time the body resists deformation. The
More informationMarch 24, Chapter 4. Deflection and Stiffness. Dr. Mohammad Suliman Abuhaiba, PE
Chapter 4 Deflection and Stiffness 1 2 Chapter Outline Spring Rates Tension, Compression, and Torsion Deflection Due to Bending Beam Deflection Methods Beam Deflections by Superposition Strain Energy Castigliano
More informationEntrance exam Master Course
- 1 - Guidelines for completion of test: On each page, fill in your name and your application code Each question has four answers while only one answer is correct. o Marked correct answer means 4 points
More informationAn orthotropic damage model for crash simulation of composites
High Performance Structures and Materials III 511 An orthotropic damage model for crash simulation of composites W. Wang 1, F. H. M. Swartjes 1 & M. D. Gan 1 BU Automotive Centre of Lightweight Structures
More informationSEMM Mechanics PhD Preliminary Exam Spring Consider a two-dimensional rigid motion, whose displacement field is given by
SEMM Mechanics PhD Preliminary Exam Spring 2014 1. Consider a two-dimensional rigid motion, whose displacement field is given by u(x) = [cos(β)x 1 + sin(β)x 2 X 1 ]e 1 + [ sin(β)x 1 + cos(β)x 2 X 2 ]e
More informationENG1001 Engineering Design 1
ENG1001 Engineering Design 1 Structure & Loads Determine forces that act on structures causing it to deform, bend, and stretch Forces push/pull on objects Structures are loaded by: > Dead loads permanent
More information3 Hours/100 Marks Seat No.
*17304* 17304 14115 3 Hours/100 Marks Seat No. Instructions : (1) All questions are compulsory. (2) Illustrate your answers with neat sketches wherever necessary. (3) Figures to the right indicate full
More information3.032 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 informationUNIT-I STRESS, STRAIN. 1. A Member A B C D is subjected to loading as shown in fig determine the total elongation. Take E= 2 x10 5 N/mm 2
UNIT-I STRESS, STRAIN 1. A Member A B C D is subjected to loading as shown in fig determine the total elongation. Take E= 2 x10 5 N/mm 2 Young s modulus E= 2 x10 5 N/mm 2 Area1=900mm 2 Area2=400mm 2 Area3=625mm
More informationFinite element modelling of infinitely wide Angle-ply FRP. laminates
www.ijaser.com 2012 by the authors Licensee IJASER- Under Creative Commons License 3.0 editorial@ijaser.com Research article ISSN 2277 9442 Finite element modelling of infinitely wide Angle-ply FRP laminates
More informationLab Exercise #5: Tension and Bending with Strain Gages
Lab Exercise #5: Tension and Bending with Strain Gages Pre-lab assignment: Yes No Goals: 1. To evaluate tension and bending stress models and Hooke s Law. a. σ = Mc/I and σ = P/A 2. To determine material
More informationR13. II B. Tech I Semester Regular Examinations, Jan MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) PART-A
SET - 1 II B. Tech I Semester Regular Examinations, Jan - 2015 MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) Time: 3 hours Max. Marks: 70 Note: 1. Question Paper consists of two parts (Part-A and Part-B)
More informationA RESEARCH ON NONLINEAR STABILITY AND FAILURE OF THIN- WALLED COMPOSITE COLUMNS WITH OPEN CROSS-SECTION
A RESEARCH ON NONLINEAR STABILITY AND FAILURE OF THIN- WALLED COMPOSITE COLUMNS WITH OPEN CROSS-SECTION H. Debski a*, J. Bienias b, P. Jakubczak b a Faculty of Mechanical Engineering, Department of Machine
More information