The Role of Adhesion in Contact Fatigue

Total Page:16

File Type:pdf, Size:1020Kb

The Role of Adhesion in Contact Fatigue Acta mater. Vol. 47, No. 18, pp. 4653±4664, 1999 # 1999 Acta Metallurgica Inc. Published by Elsevier Science Ltd. All rights reserved. Printed in Great Britain PII: S1359-6454(99)00312-2 1359-6454/99 $20.00 + 0.00 THE ROLE OF ADHESION IN CONTACT FATIGUE A. E. GIANNAKOPOULOS, T. A. VENKATESH, T. C. LINDLEY{ and S. SURESH{ Department of Materials Science and Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139, U.S.A. (Received 26 May 1999; accepted in revised form 12 August 1999) AbstractÐBy incorporating the eects of interfacial adhesion in the mechanics of rounded contact between two bodies, a new approach is proposed for the quantitative analysis of a wide variety of contact fatigue situations involving cyclic normal, tangential or torsional loading. In this method, conditions of ``strong'' and ``weak'' adhesion are identi®ed by relating contact mechanics and fracture mechanics theories. Invok- ing the notion that for strong and weak adhesive contact, a square-root stress singularity exists at the rounded contact edge or at the stick±slip boundary, respectively, mode I, II or III stress intensity factors are obtained for normal, sliding and torsional contact loading, accordingly. A comparison of the cyclic variations in local stress intensity factors with the threshold stress intensity factor range for the onset of fatigue crack growth then provides critical conditions for crack initiation in contact fatigue. It is shown that the location of crack initiation within the contact area and the initial direction of crack growth from the contact surface into the substrate can be quantitatively determined by this approach. This method obvi- ates the need for the assumption of an arti®cal length scale, i.e. the initial crack size, in the use of known fracture mechanics concepts for the analyses of complex contact fatigue situations involving rounded con- tact edges. Predictions of the present approach are compared with a wide variety of experimental observations. # 1999 Acta Metallurgica Inc. Published by Elsevier Science Ltd. All rights reserved. Keywords: Adhesion; Fracture; Fatigue; Wear; Surfaces and interfaces 1. INTRODUCTION the total energy of the system, while elastic defor- Functional structures, at macro or micro size-scales, mation across the interface that accomodates ad- by design or default, involve contact between simi- hesion leads to an increase in the potential energy lar or dissimilar materials, under static or cyclic of the system. The resulting thermodynamic equili- loading conditions, in a passive or aggressive, brium and extent of adhesion is then determined by thermo-chemical environment. Consequently, in the the relative dominance of these competing phenom- most general case, dierent aspects of contact such ena. as material properties, interface chemistry and con- For monotonic contact loading, adhesion has tact mechanics can independently or interdepen- been well documented analytically and experimen- dently in¯uence the overall mechanical behavior of tally under normal loads [1±5], and to a lesser the contacting system. extent under tangential loads [6]. For cyclic loading, In most cases, the bulk mechanical behavior of a number of experimental studies have investigated the contacting system is characterized by a macro- adhesion in a variety of materials Ð metals [7, 8], scopic continuum level analysis that evaluates the glasses [9], and polymers [10], for dierent surface uncoupled mechanics response [1]. However, a more and environmental conditions [11, 12], temperatures complete analysis requires a consideration of the [13], hardness [8], and fatigue cycles [14]. microscopic or atomic structure where coupled in- Theoretical work has demonstrated that under teractions at the contact interface become signi®- monotonic compressive loading of the contact inter- cant. These are typically analyzed within the face, adhesion induces tensile square-root singular framework of surface thermodynamics by recogniz- stress ®elds at the contact edges [2, 3]. However, ing that contacting surfaces are subject to short- connections to contact fatigue experiments speci®- range interatomic forces such as the van der Waals cally aimed at correlations between adhesion and forces. Consequently, spontaneous adhesion leading fatigue crack initiation have not been established. to the formation of a low energy interface reduces The objectives of the present work are, therefore, to develop and experimentally validate a general continuum level mechanics model that incorporates {Permanent address: Department of Materials, Imperial work of adhesion, material elastic properties, and College of Science, Technology and Medicine, Prince Consort Road, London SW7 2BP, U.K. contact loads, for predicting key features of contact {To whom all correspondence should be addressed. fatigue crack initiation (thresholds for the onset of 4653 4654 GIANNAKOPOULOS et al.: ADHESION IN CONTACT FATIGUE cracking, location of cracking, and initial orien- arising from the contact loads, leads to a novel tation of the crack plane with respect to the contact classi®cation whereby cases of strong and weak ad- surface) for a variety of loading conditions (cyclic hesion are recognized unambiguously{. Thus, the mode I or steady mode I with cyclic mode II or crack initiation location (contact perimeter for cyclic mode III) and contact geometry (sphere or strong adhesion and the stick±slip boundary for cylinder on a planar substrate). weak adhesion) can be predicted without uncer- This paper addresses the following key issues of tainty. contact mechanics and contact fatigue. Fifth, the present methodology conceptually fa- First, the present work extends the crack ana- cilitates the incorporation of known eects of sur- logue methodology developed earlier [15] for the face conditions, environment, hardness, and contact between a sharp-edged pad and a planar temperature on adhesion, through a simple modi®- substrate, where stress singularities are introduced cation of the work of adhesion. by the sharp cornered geometry. We now investi- The paper is arranged in the following sequence. gate the more general case of rounded contacts The mechanics of adhesive contacts for a variety of where stress singularities are induced by adhesion{ monotonic loading conditions are reviewed in and thus present a universal methodology that Section 2. The contact mechanics of cyclic loading enables analysis of a variety of contact problems for three-dimensional, spherical, adhesive contacts from those due to fretting fatigue in large-scale are analyzed in Section 3. The results of the ad- structures to contact fatigue in micro-scale devices, hesion model for cyclic loading for two-dimen- with adhesive or non-adhesive, sharp or rounded sional, cylindrical contacts are presented in Section geometries. 4. The range of applicability of the adhesion model Second, as the adhesion-induced, square-root as well as its signi®cance and limitations are dis- singular stress ®elds are amenable for analysis cussed in Section 5. Available experimental results within the framework of a ``crack analogue'' [15], for dierent material systems and loading con®gur- ations are compared to model predictions in the pre-existing long crack introduced by the con- Section 6. Finally, the paper concludes with a sum- tact circumvents ``length scale'' problems inherent mary of results and potential palliatives for contact in the modeling of crack initiation based on conven- fatigue from the perspective of the adhesion model tional fracture mechanics [16], or small crack in Section 7. growth based on initial dislocation distributions [17]. Third, under conditions of small-scale yielding, 2. MECHANICS OF STATIC ADHESIVE CONTACT the eects of static and/or oscillatory bulk stresses (i.e. residual stresses induced by surface treatments Consider a sphere of diameter, D, elastic mod- such as shot-peening or laser shock-peening, or far- ulus, E, and Poisson ratio, n, contacting the planar ®eld applied stresses acting parallel to the contact surface of a large substrate of similar material, Fig. surface) on contact fatigue crack initiation can also 1(a), with r and z being the global radial and depth be analyzed by recognizing that these are analogous coordinates attached to the center of the contact to the T-stresses present in a simple linear elastic circle. Three loading conditions are considered as fatigue±fracture formulation. follows. Fourth, all previous analyses which are based on 2.1. Normal loading stress-based approaches to fatigue at critical points (such as those using elastic stress ®elds of a sphere For elastic, monotonic loading from zero to Pmax on a ¯at plane [18] in combination with a variety of (>0), under non-adhesive conditions, the contact fatigue strain-based, multiaxial criteria for endur- stress ®eld is non-singular [Fig. 1(b)] and the maxi- ance limits [19±22], predict contact fatigue cracking mum contact radius, a0, is given as [1] to initiate at the contact perimeter. This prediction 1=3 3D 1 n2 is contrary to many experimental results which a0 Pmax : 1 clearly indicate that cracking could initiate at either 4E the contact perimeter or the stick±slip boundary. Under adhesive conditions, when two surfaces with The present analysis, though an examination of the surface energies g1 and g2 adhere to form a new work of adhesion via-aÂ-vis the crack driving force interface of lower energy, g12, the corresponding work of adhesion is de®ned as, w=(g1+g2g12)r0. {The adhesion induced
Recommended publications
  • 6. Fracture Mechanics
    6. Fracture mechanics lead author: J, R. Rice Division of Applied Sciences, Harvard University, Cambridge MA 02138 Reader's comments on an earlier draft, prepared in consultation with J. W. Hutchinson, C. F. Shih, and the ASME/AMD Technical Committee on Fracture Mechanics, pro­ vided by A. S. Argon, S. N. Atluri, J. L. Bassani, Z. P. Bazant, S. Das, G. J. Dvorak, L. B. Freund, D. A. Glasgow, M. F. Kanninen, W. G. Knauss, D. Krajcinovic, J D. Landes, H. Liebowitz, H. I. McHenry, R. O. Ritchie, R. A. Schapery, W. D. Stuart, and R. Thomson. 6.0 ABSTRACT Fracture mechanics is an active research field that is currently advancing on many fronts. This appraisal of research trends and opportunities notes the promising de­ velopments of nonlinear fracture mechanics in recent years and cites some of the challenges in dealing with topics such as ductile-brittle transitions, failure under sub­ stantial plasticity or creep, crack tip processes under fatigue loading, and the need for new methodologies for effective fracture analysis of composite materials. Continued focus on microscale fracture processes by work at the interface of solid mechanics and materials science holds promise for understanding the atomistics of brittle vs duc­ tile response and the mechanisms of microvoid nucleation and growth in various ma­ terials. Critical experiments to characterize crack tip processes and separation mecha­ nisms are a pervasive need. Fracture phenomena in the contexts of geotechnology and earthquake fault dynamics also provide important research challenges. 6.1 INTRODUCTION cracking in the more brittle structural materials such as high strength metal alloys.
    [Show full text]
  • Contact Mechanics in Gears a Computer-Aided Approach for Analyzing Contacts in Spur and Helical Gears Master’S Thesis in Product Development
    Two Contact Mechanics in Gears A Computer-Aided Approach for Analyzing Contacts in Spur and Helical Gears Master’s Thesis in Product Development MARCUS SLOGÉN Department of Product and Production Development Division of Product Development CHALMERS UNIVERSITY OF TECHNOLOGY Gothenburg, Sweden, 2013 MASTER’S THESIS IN PRODUCT DEVELOPMENT Contact Mechanics in Gears A Computer-Aided Approach for Analyzing Contacts in Spur and Helical Gears Marcus Slogén Department of Product and Production Development Division of Product Development CHALMERS UNIVERSITY OF TECHNOLOGY Göteborg, Sweden 2013 Contact Mechanics in Gear A Computer-Aided Approach for Analyzing Contacts in Spur and Helical Gears MARCUS SLOGÉN © MARCUS SLOGÉN 2013 Department of Product and Production Development Division of Product Development Chalmers University of Technology SE-412 96 Göteborg Sweden Telephone: + 46 (0)31-772 1000 Cover: The picture on the cover page shows the contact stress distribution over a crowned spur gear tooth. Department of Product and Production Development Göteborg, Sweden 2013 Contact Mechanics in Gears A Computer-Aided Approach for Analyzing Contacts in Spur and Helical Gears Master’s Thesis in Product Development MARCUS SLOGÉN Department of Product and Production Development Division of Product Development Chalmers University of Technology ABSTRACT Computer Aided Engineering, CAE, is becoming more and more vital in today's product development. By using reliable and efficient computer based tools it is possible to replace initial physical testing. This will result in cost savings, but it will also reduce the development time and material waste, since the demand of physical prototypes decreases. This thesis shows how a computer program for analyzing contact mechanics in spur and helical gears has been developed at the request of Vicura AB.
    [Show full text]
  • AC Fischer-Cripps
    A.C. Fischer-Cripps Introduction to Contact Mechanics Series: Mechanical Engineering Series ▶ Includes a detailed description of indentation stress fields for both elastic and elastic-plastic contact ▶ Discusses practical methods of indentation testing ▶ Supported by the results of indentation experiments under controlled conditions Introduction to Contact Mechanics, Second Edition is a gentle introduction to the mechanics of solid bodies in contact for graduate students, post doctoral individuals, and the beginning researcher. This second edition maintains the introductory character of the first with a focus on materials science as distinct from straight solid mechanics theory. Every chapter has been 2nd ed. 2007, XXII, 226 p. updated to make the book easier to read and more informative. A new chapter on depth sensing indentation has been added, and the contents of the other chapters have been completely overhauled with added figures, formulae and explanations. Printed book Hardcover ▶ 159,99 € | £139.99 | $199.99 The author begins with an introduction to the mechanical properties of materials, ▶ *171,19 € (D) | 175,99 € (A) | CHF 189.00 general fracture mechanics and the fracture of brittle solids. This is followed by a detailed description of indentation stress fields for both elastic and elastic-plastic contact. The discussion then turns to the formation of Hertzian cone cracks in brittle materials, eBook subsurface damage in ductile materials, and the meaning of hardness. The author Available from your bookstore or concludes with an overview of practical methods of indentation. ▶ springer.com/shop MyCopy Printed eBook for just ▶ € | $ 24.99 ▶ springer.com/mycopy Order online at springer.com ▶ or for the Americas call (toll free) 1-800-SPRINGER ▶ or email us at: [email protected].
    [Show full text]
  • Fracture and Deformation of Soft Materials and Structures
    Iowa State University Capstones, Theses and Graduate Theses and Dissertations Dissertations 2018 Fracture and deformation of soft am terials and structures Zhuo Ma Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/etd Part of the Aerospace Engineering Commons, Engineering Mechanics Commons, Materials Science and Engineering Commons, and the Mechanics of Materials Commons Recommended Citation Ma, Zhuo, "Fracture and deformation of soft am terials and structures" (2018). Graduate Theses and Dissertations. 16852. https://lib.dr.iastate.edu/etd/16852 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Graduate Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. Fracture and deformation of soft materials and structures by Zhuo Ma A dissertation submitted to the graduate faculty in partial fulfillment of the requirements for the degree of DOCTOR OF PHILOSOPHY Major: Engineering Mechanics Program of Study Committee: Wei Hong, Co-major Professor Ashraf Bastawros, Co-major Professor Pranav Shrotriya Liang Dong Liming Xiong The student author, whose presentation of the scholarship herein was approved by the program of study committee, is solely responsible for the content of this dissertation. The Graduate College will ensure this dissertation is globally accessible and will not permit alterations after a degree is conferred. Iowa State University Ames, Iowa 2018 Copyright © Zhuo Ma, 2018. All rights reserved. ii TABLE OF CONTENTS Page LIST OF FIGURES ..........................................................................................................
    [Show full text]
  • 1 Classical Theory and Atomistics
    1 1 Classical Theory and Atomistics Many research workers have pursued the friction law. Behind the fruitful achievements, we found enormous amounts of efforts by workers in every kind of research field. Friction research has crossed more than 500 years from its beginning to establish the law of friction, and the long story of the scientific historyoffrictionresearchisintroducedhere. 1.1 Law of Friction Coulomb’s friction law1 was established at the end of the eighteenth century [1]. Before that, from the end of the seventeenth century to the middle of the eigh- teenth century, the basis or groundwork for research had already been done by Guillaume Amontons2 [2]. The very first results in the science of friction were found in the notes and experimental sketches of Leonardo da Vinci.3 In his exper- imental notes in 1508 [3], da Vinci evaluated the effects of surface roughness on the friction force for stone and wood, and, for the first time, presented the concept of a coefficient of friction. Coulomb’s friction law is simple and sensible, and we can readily obtain it through modern experimentation. This law is easily verified with current exper- imental techniques, but during the Renaissance era in Italy, it was not easy to carry out experiments with sufficient accuracy to clearly demonstrate the uni- versality of the friction law. For that reason, 300 years of history passed after the beginning of the Italian Renaissance in the fifteenth century before the friction law was established as Coulomb’s law. The progress of industrialization in England between 1750 and 1850, which was later called the Industrial Revolution, brought about a major change in the production activities of human beings in Western society and later on a global scale.
    [Show full text]
  • Elastic Plastic Fracture Mechanics Elastic Plastic Fracture Mechanics Presented by Calvin M
    Fracture Mechanics Elastic Plastic Fracture Mechanics Elastic Plastic Fracture Mechanics Presented by Calvin M. Stewart, PhD MECH 5390-6390 Fall 2020 Outline • Introduction to Non-Linear Materials • J-Integral • Energy Approach • As a Contour Integral • HRR-Fields • COD • J Dominance Introduction to Non-Linear Materials Introduction to Non-Linear Materials • Thus far we have restricted our fractured solids to nominally elastic behavior. • However, structural materials often cannot be characterized via LEFM. Non-Linear Behavior of Materials • Two other material responses are that the engineer may encounter are Non-Linear Elastic and Elastic-Plastic Introduction to Non-Linear Materials • Loading Behavior of the two materials is identical but the unloading path for the elastic plastic material allows for non-unique stress- strain solutions. For Elastic-Plastic materials, a generic “Constitutive Model” specifies the relationship between stress and strain as follows n tot =+ Ramberg-Osgood 0 0 0 0 Reference (or Flow/Yield) Stress (MPa) Dimensionaless Constant (unitless) 0 Reference (or Flow/Yield) Strain (unitless) n Strain Hardening Exponent (unitless) Introduction to Non-Linear Materials • Ramberg-Osgood Constitutive Model n increasing Ramberg-Osgood −n K = 00 Strain Hardening Coefficient, K = 0 0 E n tot K,,,,0 n=+ E Usually available for a variety of materials 0 0 0 Introduction to Non-Linear Materials • Within the context of EPFM two general ways of trying to solve fracture problems can be identified: 1. A search for characterizing parameters (cf. K, G, R in LEFM). 2. Attempts to describe the elastic-plastic deformation field in detail, in order to find a criterion for local failure.
    [Show full text]
  • C: Contact Mechanics, in "Principles and Techniques for Desiging Precision Machines." MIT Phd Thesis, 1999
    C Contact MechanicsI The theory developed by Hertz in 1880 remains the foundation for most contact problems encountered in engineering. It applies to normal contact between two elastic solids that are smooth and can be described locally with orthogonal radii of curvature such as a toroid. Further, the size of the actual contact area must be small compared to the dimensions of each body and to the radii of curvature. Hertz made the assumption based on observations that the contact area is elliptical in shape for such three-dimensional bodies. The equations simplify when the contact area is circular such as with spheres in contact. At extremely elliptical contact, the contact area is assumed to have constant width over the length of contact such as between parallel cylinders. The first three sections present the Hertz equations for these distinct cases. In addition, Section C.4 presents the equations for a sphere contacting a conical socket. Hertz theory does not account for tangential forces that may develop in applications where the surfaces slide or carry traction. Extensions to Hertz theory approximate this behavior to reasonable accuracy. Section C.5 presents the more useful equations. The final section C.6 contains MathcadÔ documents that implement these equations for computer analysis. The Hertz equations are important in the engineering of kinematic couplings particularly if the loads carried are relatively high. For a particular choice of material and contact geometry, the pertinent calculations reduce to families of curves that are convenient for sizing purposes. The typical material used is hardened bearing steel, for example, 52100 steel or 440C stainless steel heat treated to 58-62 Rockwell C.
    [Show full text]
  • Contact Mechanics and Friction
    Contact Mechanics and Friction Valentin L. Popov Contact Mechanics and Friction Physical Principles and Applications 1 3 Professor Dr. Valentin L. Popov Berlin University of Technology Institute of Mechanics Strasse des 17.Juni 135 10623 Berlin Germany [email protected] ISBN 978-3-642-10802-0 e-ISBN 978-3-642-10803-7 DOI 10.1007/978-3-642-10803-7 Springer Heidelberg Dordrecht London New York Library of Congress Control Number: 2010921669 c Springer-Verlag Berlin Heidelberg 2010 This work is subject to copyright. All rights are reserved, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilm or in any other way, and storage in data banks. Duplication of this publication or parts thereof is permitted only under the provisions of the German Copyright Law of September 9, 1965, in its current version, and permission for use must always be obtained from Springer. Violations are liable to prosecution under the German Copyright Law. The use of general descriptive names, registered names, trademarks, etc. in this publication does not imply, even in the absence of a specific statement, that such names are exempt from the relevant protective laws and regulations and therefore free for general use. Cover design: WMXDesign GmbH Printed on acid-free paper Springer is part of Springer Science+Business Media (www.springer.com) Dr. Valentin L. Popov studied physics and obtained his doctorate from the Moscow State Lomonosow University. He worked at the Institute of Strength Physics and Materials Science of the Russian Academy of Sciences.
    [Show full text]
  • Fracture Mechanics You Can Understand
    Fracture Mechanics You Can Understand. John Goldak and Hossein Nimrouzi October 14, 2018 This document is intended to present much of the theory of linear elastic fracture mechanics (LEFM) in a way that is readily understandable to a second year engineering student. For a given crack geometry in a given structure, material type and boundary conditions, LEFM provides the formula below for the normal stress σyy(x; 0) on the crack plane with the crack. See Fig. 1. KI σyy(x; 0) = p f(θ) (1) 2πr p p where KI is the amplitude of the function f(θ)=( 2πr). The function f(θ)=( 2πr) is only a function of polar coordinates (r; θ). For a centre crack in an infinite plate with uniaxial ∗ tensile stress σyy before (without) the crack and crack length a, the value of the coefficient KI , which is called the stress intensity factor, is computed from the equation below. ∗ p KI = σyy πa (2) ∗ where σyy is is the traction normal to the crack plane evaluated in the UNCRACKED ∗ specimen or structure. Note that σyy and σyy(x; 0) are very different things. LEFM succeeded because experiments showed that if for a given material, crack geom- etry and load case, KI was less than a critical value called the fracture toughness that is denoted KIC , the crack was unlikely to grow rapidly and the risk the structure would fail was low. However, if KI was greater than the fracture toughness, the risk that the crack would grow rapidly and the structure would fail was high.
    [Show full text]
  • SCK« CEN Stuimkchntrum VOOR Kl-.Rnfcnlrglt CTNTRF D'ftudl 1)1 I'fcnl-Rgil- MICI.FAIRF Precracking of Round Notched Bars
    BE9800004 SCK« CEN STUIMKChNTRUM VOOR Kl-.RNfcNLRGlt CTNTRF D'FTUDl 1)1 I'fcNl-RGIl- MICI.FAIRF Precracking of round notched bars Progress Report M. Scibetta SCK-CEN Mol* Belgium Precracking of round notched bars Progress Report M. Scibetta SCK»CEN Mol, Belgium February, 1996 BLG-708 Precracking of round notched bars 1 Abstract 3 2 Introduction 3 3 Overview of precracking techniques 4 3.1 Introduction 4 3.2 Equipment 4 3.3 Eccentricity 5 3.4 Time required to precrack 5 3.5 Crack depth determination 5 3.5.1 The compliance method 6 3.5.1.1 Measuring force 6 3.5.1.2 Measuring displacement 6 3.5.1.3 Measuring an angle with a laser 6 3.5.1.4 Measuring force and displacement 7 3.5.2 Optical methods 7 3.5.3 The potential drop method 7 3.5.4 The resonance frequency method 8 3.6 Summary 8 4 Stress intensity factor and compliance of a bar under bending 9 4.1 Analytical expression 9 4.2 Stress intensity factor along the crack front 10 4.4 Combined effect of contact and eccentricity 12 4.5 Effect of mode II 12 4.6 Compliance 13 5 Stress intensity factor and compliance of a bar under bending using the finite element method (FEM) 15 5.1 Stress intensity factors 15 5.2 Compliance 17 6 Precracking system 18 6.2 Schematic representation of the experimental system 19 6.3 Initial stress intensity factor 19 6.4 Initial force 20 6.5 Initial contact pressure 20 6.6 Final force 22 6.7 Final stress intensity factor 22 7 Stress intensity factor of a precracked bar under tension 23 7.1 Analytical formulations 23 7.2 Finite element method 24 8 Compliance of a precracked bar under tension 26 8.1 Analytical formulations 26 8.2 Finite element method 27 9 Conclusions 28 10 Future investigations 29 11 References 30 Annex 1 Stress intensity factor and compliance function of a precracked bar under bending 33 Annex 2 Neutral axis position and stress intensity factor correction due to contact .34 Annex 3 Stress intensity factor and compliance function of a precracked bar under tension 35 1 Abstract Precracking round notched bars is the first step before fracture mechanics tests.
    [Show full text]
  • A Vanishing Viscosity Approach in Fracture Mechanics
    Weierstrass Institute for Applied Analysis and Stochastics A vanishing viscosity approach in fracture mechanics Dorothee Knees jointly with A. Mielke, A. Schröder, C. Zanini Nonlocal Models and Peridynamics, Nov. 5–7, 2012, TU Berlin Mohrenstrasse 39 · 10117 Berlin · Germany · Tel. +49 30 20372 0 · www.wias-berlin.de Introduction Goal: Derive a rate independent model for crack propagation based on the Griffith criterion. Du E(u(t); s(t)) = `(t), 0 2 @R(s_(t)) + DsE(u(t); s(t)). Questions: The energy E is not convex in s ) The evolution might be dicontinuous. Suitable jump criteria? Hyperelstic material with polyconvex energy density: DsE well defined? Convergence of fully discretized models? Vanishing viscosity approach in fracture mechanics D. Knees ·· Page 2 (29) Contents 1 Fracture model and vanishing viscosity solutions (finite strains) 2 FE-approximation of vanishing viscosity solutions (small strains) 3 Numerical example 4 Summary Vanishing viscosity approach in fracture mechanics D. Knees ·· Page 3 (29) Energies and notation (2D) 2 ' :Ωs ! deformation field R '(Ω ) 2×2 ' s W : R ! [0; 1] elastic energy density Ωs 2×2 Assumptions: F = r' 2 R I W (F) = 1 if det F ≤ 0 + coercivity. I polyconvexity: W (F) = g(F; det F), g convex and lower semicontinuous. 2×2 > I multiplicative stress control: 8F 2 R+ : F DW (F) ≤ c1(W (F) + 1) 2 2 Example: W (F) = c1 jFj + c2(det F) − c3 log(det F): 1;p Admissible deformations V (Ωs) = f ' 2 W (Ωs); ' = 'D g ΓD Elastic energy E(t; '; s) = R W (r') dx − R h(t) · ' da Ωs ΓN Reduced energy I(t; s) = inf'2V (Ωs ) E(t; s;') Ball’77: Minimizers exist (not necessarily unique!) Vanishing viscosity approach in fracture mechanics D.
    [Show full text]
  • Elements of Fracture Mechanics by Prasant Kumar
    Elements of Fracture Mechanics Prashant Kumar Former Professor Department of Mechanical Engineering IITKanpur LNVM (NEEMRANA) 7084 11111111111111111 IIIII IIII IIII Library McGraw Hill Education (India) Private Limited NEW• DELHI McGraw Hi/11:ducation Offices New Delhi New York St Louis San Francisco Auci<land Bogota Caracas Kuala Lumpur Lisbon London Madrid Mexico City Milan Montreal San Juan Santiago Singapore Sydney Tokyo Toronto McGraw Hill Education (India) Private Limited Published by McGraw Hill Education (India) Private Limited, P-24, Green Park Extension, New Delhi 110 016. Copyright © 2009, by McGraw Hill Education (India) Private Limited Seventh reprint 2014 RLZXCRCURQZAR No part of this publication may be reproduced or distributed in any form or by any means, electronic, mechanical, photocopying, recording, or otherwise or stored in a database or retrieval system without the prior written permission of the publishers. The program listings (if any) may be entered, stored and executed in a computer system, but they may not be reproduced for publication. This edition can be exported from India only by the publishers, McGraw-Hill Education (India) Private Limited. ISBN (13): 978-0-07-065696-3 ISBN (10): 0-07-065696-7 Managing Director: Kaushik Be!lani Asst. Manager-Production: Sohan Gaur Manager-Sales & Marketing: S Girish Product Manager-Science, Technology and Computing: Rekha Dhyani General Manager-Production: Rajender P Ghansela Information contained in this work has been obtained by McGraw-Hill, from sources believed to be reliable. However, neither McGraw-Hill nor its authors guarantee the accuracy or completeness of any information published herein, and neither McGraw Hill nor its authors shall be responsible for any errors, omissions, or damages arising out of use of this information.
    [Show full text]