Peridynamic Models for Fatigue and Fracture in Isotropic and in Polycrystalline Materials Guanfeng Zhang [email protected]
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How Similitude Can Improve Our Understanding of Fatigue Delamination Growth
Misinterpreting the Results: How Similitude can Improve our Understanding of Fatigue Delamination Growth *Submitted for publishing in Composites Science and Technology on March 25 2010 Calvin Rans, René Alderliesten, Rinze Benedictus Structural Integrity Group, Faculty of Aerospace Engineering, Delft University of Technology, P.O. Box 5058, 2600 GB Delft, The Netherlands Abstract: Use of the strain energy release rate for characterizing delamination growth in composite and bonded structures is now commonplace. Although its use is common, a consensus on the best formulation of strain energy release rate has not been reached for describing fatigue delamination growth. Most commonly selected formulations are the maximum strain energy release rate and the strain energy release rate range. This paper examines the use strain energy release rate range and how a misconception of its definition is misleading our understanding of fatigue delamination growth. Keywords: Delamination, fatigue, strain energy release rate, similitude 1. INTRODUCTION The study and characterization of delamination growth behaviour has gained significant attention in the research community due to the growing use of composite structures in a wide range of structural applications. A widely utilized approach is to apply a linear elastic fracture mechanics (LEFM) description using the strain energy release rate (G) in a manner analogous to metal crack growth in terms of the stress intensity factor (K). The primary reason for the use of G rather than K is that the local crack-tip stresses used to determine K are difficult to obtain in inhomogeneous composite laminates [1, 2]. Use of G avoids the need to determine crack-tip stresses. -
14Th U.S. National Congress on Computational Mechanics
14th U.S. National Congress on Computational Mechanics Montréal • July 17-20, 2017 Congress Program at a Glance Sunday, July 16 Monday, July 17 Tuesday, July 18 Wednesday, July 19 Thursday, July 20 Registration Registration Registration Registration Short Course 7:30 am - 5:30 pm 7:30 am - 5:30 pm 7:30 am - 5:30 pm 7:30 am - 11:30 am Registration 8:00 am - 9:30 am 8:30 am - 9:00 am OPENING PL: Tarek Zohdi PL: Andrew Stuart PL: Mark Ainsworth PL: Anthony Patera 9:00 am - 9.45 am Chair: J.T. Oden Chair: T. Hughes Chair: L. Demkowicz Chair: M. Paraschivoiu Short Courses 9:45 am - 10:15 am Coffee Break Coffee Break Coffee Break Coffee Break 9:00 am - 12:00 pm 10:15 am - 11:55 am Technical Session TS1 Technical Session TS4 Technical Session TS7 Technical Session TS10 Lunch Break 11:55 am - 1:30 pm Lunch Break Lunch Break Lunch Break CLOSING aSPL: Raúl Tempone aSPL: Ron Miller aSPL: Eldad Haber 1:30 pm - 2:15 pm bSPL: Marino Arroyo bSPL: Beth Wingate bSPL: Margot Gerritsen Short Courses 2:15 pm - 2:30 pm Break-out Break-out Break-out 1:00 pm - 4:00 pm 2:30 pm - 4:10 pm Technical Session TS2 Technical Session TS5 Technical Session TS8 4:10 pm - 4:40 pm Coffee Break Coffee Break Coffee Break Congress Registration 2:00 pm - 8:00 pm 4:40 pm - 6:20 pm Technical Session TS3 Poster Session TS6 Technical Session TS9 Reception Opening in 517BC Cocktail Coffee Breaks in 517A 7th floor Terrace Plenary Lectures (PL) in 517BC 7:00 pm - 7:30 pm Cocktail and Banquet 6:00 pm - 8:00 pm Semi-Plenary Lectures (SPL): Banquet in 517BC aSPL in 517D 7:30 pm - 9:30 pm Viewing of Fireworks bSPL in 516BC Fireworks and Closing Reception Poster Session in 517A 10:00 pm - 10:30 pm on 7th floor Terrace On behalf of Polytechnique Montréal, it is my pleasure to welcome, to Montreal, the 14th U.S. -
Fastran an Advanced Non-Linear Crack-Closure Based Life-Prediction Code
FASTRAN AN ADVANCED NON-LINEAR CRACK-CLOSURE BASED LIFE-PREDICTION CODE J. C. Newman, Jr. Department of Aerospace Engineering Mississippi State University AFGROW WORKSHOP Layton, Utah September 15, 2015 ffa OUTLINE OF PRESENTATION • Brief History on Fatigue-Crack Growth • Plasticity-Induced Crack-Closure Model • Crack Initiation and Small-Crack Behavior • Fatigue-Crack Growth and Fracture • Concluding Remarks fastran # 2 Stress Concentration Factor for an Elliptical Hole in an Infinite Plate Inglis (1913) c se = S KT 2c c fastran # 3 Notch Strength Analysis – Fracture Mechanics c c Paul Kuhn George Irwin Notch Strength Analysis Fracture Mechanics (Neuber ) (Griffith) fastran # 4 Father of “Modern” Fracture Mechanics Irwin, 1957 George Rankin Irwin (1907-1998) + T fastran # 5 5 25 Notch-Strength Analyses: McEvily and Illg (LaRC), NACA TN-4394, 1958 7075-T6 KNSnet against da/dN fastran # 6 Fracture Mechanics: Paris, Gomez, and Anderson, Trends in Engineering, Seattle, WA, 1961 LEFM: K against d(2a)/dN Paris (1970): KNSnet ~ Kmax fastran # 7 Plasticity-Induced Fatigue-Crack Closure: Elber, 1968 fastran # 8 DOMINANT MECHANISMS OF FATIGUE-CRACK CLOSURE Plastic wake Oxide debris Elber, 1968 Beevers, 1979 Paris et al., 1972 Newman, 1976 Suresh & Ritchie, 1982 Suresh & Ritchie, 1981 (a)(FASTRAN) Plasticity-induced (b) Roughness-induced (c) Oxide/corrosion product- closure closure fastran induced # 9 closure OUTLINE OF PRESENTATION • Brief History on Fatigue-Crack Growth • Plasticity-Induced Crack-Closure Model • Crack Initiation and Small-Crack -
4.2 Failure Criteria
4.2 Failure Criteria The determination of residual strength for uncracked structures is straightforward because the ultimate strength of the material is the residual strength. A crack in a structure causes a high stress concentration resulting in a reduced residual strength. When the load on the structure exceeds a certain limit, the crack will extend. The crack extension may become immediately unstable and the crack may propagate in a fast uncontrollable manner causing complete fracture of the component. Figure 4.2.1 illustrates the results obtained from a series of tests conducted on a lug geometry containing a crack. The lug geometry shown in Figure 4.2.1a is a single-load-path structure. Figure 4.2.1b indicates that the cracks in each of the three tests extended abruptly at a critical level of load, which is noted to be a function of a crack length. The crack length-critical load level data shown in Figure 4.2.1b provide the basis for establishing the residual strength capability curve. The locus of critical load levels as a function of crack length is shown in Figure 4.2.1c, where the residual strength capability of the lug structure is shown to decrease with increasing crack length. Figure 4.2.1. Description of Crack Geometry and Residual Strength Results Considering the preceding in terms of applied stress (σ) rather than load gives the σ versus a and σc versus ac plots as shown in Figure 4.2.2 a and b. Schematically, the plots exhibit the same abrupt fracture behavior as the curves presented in Figure 4.2.1. -
A Review on Stress Intensity Factor B.D Bhalekar1, R
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 03 | March-2016 www.irjet.net p-ISSN: 2395-0072 A Review on Stress Intensity Factor B.D Bhalekar1, R. B. Patil2 1 Post Graduate student, Mechanical Engineering department, JNEC, Maharashtra, India 2 Associate Professor., Mechanical Engineering department, JNEC, Maharashtra, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - In this paper effort are taken to review on predictions with real life failures fractography is widely the Stress Analysis of cracked plate for the used with fracture mechanics. The prediction of crack growth is very important in damage tolerance discipline. determination of stress intensity factor near the crack The objective of fracture mechanics is to determine what tip. Cracks in plates with different configurations often conditions will create and drive a crack. Engineers can observed in both modern and classical aerospace, expertly design against this particular mode of failure by mechanical engineering structure. To understand effect understanding the phenomena of fracture. of loading mode and crack configuration on load bearing capacity of such plate is very significant in 2. FRACTURE FAILURE designing of structure. There are number of Analytical, Consider a cracked plate on which a force is applied which Numerical, and experimental technique available for might enable the crack to propagate. Irwin projected a stress analysis to determine the stress intensity factor classification matching to the three situations represented near crack tip under different loading modes in an in Fig .1. Thus, three distinct modes are considered: mode infinite and finite cracked plate made up of different I, mode II and mode III. -
Residual Stress Effects on Fatigue Life Via the Stress Intensity Parameter, K
University of Tennessee, Knoxville TRACE: Tennessee Research and Creative Exchange Doctoral Dissertations Graduate School 12-2002 Residual Stress Effects on Fatigue Life via the Stress Intensity Parameter, K Jeffrey Lynn Roberts University of Tennessee - Knoxville Follow this and additional works at: https://trace.tennessee.edu/utk_graddiss Part of the Engineering Science and Materials Commons Recommended Citation Roberts, Jeffrey Lynn, "Residual Stress Effects on Fatigue Life via the Stress Intensity Parameter, K. " PhD diss., University of Tennessee, 2002. https://trace.tennessee.edu/utk_graddiss/2196 This Dissertation is brought to you for free and open access by the Graduate School at TRACE: Tennessee Research and Creative Exchange. It has been accepted for inclusion in Doctoral Dissertations by an authorized administrator of TRACE: Tennessee Research and Creative Exchange. For more information, please contact [email protected]. To the Graduate Council: I am submitting herewith a dissertation written by Jeffrey Lynn Roberts entitled "Residual Stress Effects on Fatigue Life via the Stress Intensity Parameter, K." I have examined the final electronic copy of this dissertation for form and content and recommend that it be accepted in partial fulfillment of the equirr ements for the degree of Doctor of Philosophy, with a major in Engineering Science. John D. Landes, Major Professor We have read this dissertation and recommend its acceptance: J. A. M. Boulet, Charlie R. Brooks, Niann-i (Allen) Yu Accepted for the Council: Carolyn R. Hodges Vice Provost and Dean of the Graduate School (Original signatures are on file with official studentecor r ds.) To the Graduate Council: I am submitting herewith a dissertation written by Jeffrey Lynn Roberts entitled “Residual Stress Effects on Fatigue Life via the Stress Intensity Parameter, K.” I have examined the final electronic copy of this dissertation for form and content and recommend that it be accepted in partial fulfillment of the requirements for the degree of Doctor of Philosophy, with a major in Engineering Science. -
Calculation 32-9222042-000, "ASME Section XI End of Life Analysis
Enclosure Relief Request 52 Proposed Alternative in Accordance with 10 CFR 50.55a(a)(3)(i) ATTACHMENT 1 ASME Section Xl End of Life Analysis of PVNGS Unit 3 RV BMI Nozzle Repair 0402-01-FOl (Rev. 018, 01/30/2014) A CALCULATION SUMMARY SHEET (CSS) AREVA Document No. 32 - 9222042 - 000 Safety Related: MYes El No Title ASME Section Xl End of Life Analysis of PVNGS3 RV BMI Nozzle Repair (Non-Proprietary) PURPOSE AND SUMMARY OF RESULTS: AREVA Inc. proprietary information in the document is indicated by pairs of braces "[I". PURPOSE: Visual inspection of the reactor vessel Bottom Mounted Instrument (BMI) nozzles at Palo Verde Nuclear Generation Station, Unit 3 (PVNGS3), in October of 2013 revealed the presence of boric acid crystals on the outside of the lower head at BMI nozzle #3. Boric acid deposits at the gap between the nozzle and head indicate leakage of primary water through cracks in the J-groove weld and the nozzle wall. AREVA performed a half nozzle repair of nozzle #3 that maintained the full incore instrumentation functionality of the nozzle. This repair, described in References [1] and [2], moves the primary pressure boundary nozzle weld from the inside of the vessel to a weld pad on the outside surface. This calculation evaluates fatigue crack growth of postulated radial-axial flaws in the existing J-Groove weld and buttering of PVNGS BMI nozzle #3 until the plant license expiration in 2047 (Reference [15]). Acceptance of each postulated flaw is determined based on available fracture toughness or ductile tearing resistance using the safety factors outlined in Table 1-1. -
Peridynamics Review
Peridynamics Review Ali Javilia,∗, Rico Morasataa, Erkan Oterkusb, Selda Oterkusb aDepartment of Mechanical Engineering, Bilkent University, 06800 Ankara, Turkey bDepartment of Naval Architecture, Ocean and Marine Engineering, University of Strathclyde, Glasgow, United Kingdom Abstract Peridynamics (PD) is a novel continuum mechanics theory established by Stewart Silling in 2000 [1]. The roots of PD can be traced back to the early works of Gabrio Piola according to dell'Isola et al. [2]. PD has been attractive to researchers as it is a nonlocal formulation in an integral form; unlike the local differential form of classical continuum mechanics. Although the method is still in its infancy, the literature on PD is fairly rich and extensive. The prolific growth in PD applications has led to a tremendous number of contributions in various disciplines. This manuscript aims to provide a concise description of the peridynamic theory together with a review of its major applications and related studies in different fields to date. Moreover, we succinctly highlight some lines of research that are yet to be investigated. Keywords: Peridynamics, Continuum mechanics, Fracture, Damage, Nonlocal elasticity 1. Introduction The analysis of material behavior due to various types of loading and boundary conditions may be carried out at different length scales. At the nanoscale, often Molecular Dynamics (MD) is used to analyze the behavior of atoms and molecules. However, simulation time, integration algorithms and the required computational power are limiting factors to the method’s capabilities. On the other hand, at the macroscale, the behavior of a body is usually analyzed using the Classical Continuum Mechanics (CCM) formalism. -
Discretized Bond-Based Peridynamics for Solid Mechanics
DISCRETIZED BOND-BASED PERIDYNAMICS FOR SOLID MECHANICS By Wenyang Liu A DISSERTATION Submitted to Michigan State University in partial fulfillment of the requirements for the degree of DOCTOR OF PHILOSOPHY Civil Engineering 2012 ABSTRACT DISCRETIZED BOND-BASED PERIDYNAMICS FOR SOLID MECHANICS By Wenyang Liu The numerical analysis of spontaneously formed discontinuities such as cracks is a long- standing challenge in the engineering field. Approaches based on the mathematical frame- work of classical continuum mechanics fail to be directly applicable to describe discontinuities since the theory is formulated in partial differential equations, and a unique spatial deriva- tive, however, does not exist on the singularities. Peridynamics is a reformulated theory of continuum mechanics. The partial differential equations that appear in the classical contin- uum mechanics are replaced with integral equations. A spatial range, which is called the horizon δ, is associated with material points, and the interaction between two material points within a horizon is formed in terms of the bond force. Since material points separated by a finite distance in the reference configuration can interact with each other, the peridynamic theory is categorized as a nonlocal method. The primary focus in this research is the development of the discretized bond-based peridynamics for solid mechanics. A connection between the classical elasticity and the dis- cretized peridynamics is established in terms of peridynamic stress. Numerical micromoduli for one- and three-dimensional models are derived. The elastic responses of one- and three- dimensional peridynamic models are examined, and the boundary effect associated with the size of the horizon is discussed. A pairwise compensation scheme is introduced in this re- search for simulations of an elastic body of Poisson ratio not equal to 1/4. -
Mathematical and Numerical Analysis for Linear Peridynamic Boundary Value Problems
Mathematical and Numerical Analysis for Linear Peridynamic Boundary Value Problems by Hao Wu A dissertation submitted to the Graduate Faculty of Auburn University in partial fulfillment of the requirements for the Degree of Doctor of Philosophy Auburn, Alabama May 7, 2017 Keywords: peridynamics, nonlocal boundary value problems, finite-dimensional approximations, error estimates, exponential convergence. Copyright 2017 by Hao Wu Approved by Yanzhao Cao, Chair, Professor of Department of Mathematics and Statistics Junshan Lin, Asistant Professor of Department of Mathematics and Statistics Ulrich Albrecht, Professor of Department of Mathematics and Statistics Wenxian Shen, Professor of Department of Mathematics and Statistics Abstract Peridynamics is motivated in aid of modeling the problems from continuum mechanics which involve the spontaneous discontinuity forms in the motion of a material system. By replacing differentiation with integration, peridynamic equations remain equally valid both on and off the points where a discontinuity in either displacement or its spatial derivatives is located. A functional analytical framework was established in literature to study the linear bond- based peridynamic equations associated with a particular kind of nonlocal boundary condi- tion. Investigated were the finite-dimensional approximations to the solutions of the equa- tions obtained by spectral method and finite element method; as a result, two corresponding general formulas of error estimates were derived. However, according to these formulas, one can only conclude that the optimal convergence is algebraic. Based on this theoretical framework, first we show that analytic data functions produce analytic solutions. Afterwards, we prove these finite-dimensional approximations will achieve exponential convergence under the analyticity assumption of data. At the end, we validate our results by conducting a few numerical experiments. -
Peridynamic Theory of Solid Mechanics
Peridynamic Theory of Solid Mechanics S. A. Silling∗ R. B. Lehoucqy Sandia National Laboratories Albuquerque, New Mexico 87185-1322 USA April 28, 2010 Dedicated to the memory of James K. Knowles Contents 1 Introduction 4 1.1 Purpose of the peridynamic theory . 4 1.2 Summary of the literature . 5 1.3 Organization of this article . 11 2 Balance laws 13 2.1 Balance of linear momentum . 13 2.2 Principle of virtual work . 18 2.3 Balance of angular momentum . 19 2.4 Balance of energy . 21 2.5 Master balance law . 24 3 Peridynamic states: notation and properties 28 4 Constitutive modeling 32 4.1 Simple materials . 32 4.2 Kinematics of deformation states . 34 4.3 Directional decomposition of a force state . 34 4.4 Examples . 35 ∗Multiscale Dynamic Material Modeling Department, [email protected] yApplied Mathematics and Applications Department, [email protected] 1 4.5 Thermodynamic restrictions on constitutive models . 36 4.6 Elastic materials . 38 4.7 Bond-based materials . 39 4.8 Objectivity . 41 4.9 Isotropy . 42 4.10 Isotropic elastic solid . 43 4.11 Peridynamic material derived from a classical material . 44 4.12 Bond-pair materials . 44 4.13 Example: a bond-pair material in bending . 48 5 Linear theory 50 5.1 Small displacements . 50 5.2 Double states . 50 5.3 Linearization of an elastic constitutive model . 52 5.4 Equations of motion and equilibrium . 53 5.5 Linear bond-based materials . 54 5.6 Equilibrium in a one dimensional model . 56 5.7 Plane waves and dispersion in one dimension . -
Convergence, Adaptive Refinement, and Scaling in 1D Peridynamics
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Faculty Publications from the Department of Mechanical & Materials Engineering, Engineering Mechanics Department of 2009 Convergence, adaptive refinement, and scaling in 1D peridynamics Florin Bobaru Ph.D. University of Nebraska at Lincoln, [email protected] Mijia Yabg Ph.D. University of Nebraska at Lincoln Leonardo F. Alves M.S. University of Nebraska at Lincoln Stewart A. Silling Ph.D. Sandia National Laboratories Ebrahim Askari Ph.D. Boeing Co., Bellevue, WA See next page for additional authors Follow this and additional works at: https://digitalcommons.unl.edu/engineeringmechanicsfacpub Part of the Applied Mechanics Commons, Computational Engineering Commons, Engineering Mechanics Commons, and the Mechanics of Materials Commons Bobaru, Florin Ph.D.; Yabg, Mijia Ph.D.; Alves, Leonardo F. M.S.; Silling, Stewart A. Ph.D.; Askari, Ebrahim Ph.D.; and Xu, Jifeng Ph.D., "Convergence, adaptive refinement, and scaling in 1D peridynamics" (2009). Faculty Publications from the Department of Engineering Mechanics. 68. https://digitalcommons.unl.edu/engineeringmechanicsfacpub/68 This Article is brought to you for free and open access by the Mechanical & Materials Engineering, Department of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Faculty Publications from the Department of Engineering Mechanics by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. Authors Florin Bobaru Ph.D., Mijia Yabg Ph.D., Leonardo F. Alves M.S., Stewart A. Silling Ph.D., Ebrahim Askari Ph.D., and Jifeng Xu Ph.D. This article is available at DigitalCommons@University of Nebraska - Lincoln: https://digitalcommons.unl.edu/ engineeringmechanicsfacpub/68 INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int.