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Creep Mechanics PDF

330 Pages·2002·8.742 MB·English
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Creep Mechanics Springer-Verlag Berlin Heidelberg GmbH ONLINE LIBRARY Engineering http://www.springer.de/engine/ Josef Betten Creep Mechanics With 72 Figures and 15 Tables . , Springer Univ.-Prof. Dr.-Ing. habil. JosefBetten Department of Mathematical Models in Materials Science Technical University Aachen Augustinerbach 4 -22 52064 Aachen / Germany CIP data applied for Die Deutsche Bibliothek -CIP-Einheitsaufnahme Betten, Jo sef: Creep mechanics 1 Jo sef Betten. (Engineering online library) ISBN 978-3-662-04973-0 ISBN 978-3-662-04971-6 (eBook) DOI 10.1007/978-3-662-04971-6 This work is subject to copyright. AII 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 otherways, and storage in data banks. Duplication of this publication or parts thereof is permitted only under the provisions oft he German Copyright Law of September 9, 1965, in its current version, and permis sion for use must always be obtained from Springer-Verlag. Violations are liable for prosecution act under German Copyright Law. http://www.springer.de © Springer-Verlag Berlin Heidelberg 2002 Originally published by Springer-Verlag Berlin Heidelberg New York in 2002 Softcover reprint of the hardcover 15t edition 2002 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. Typesetting: Camera ready by authors Cover-design: de'blik, Berlin Printed on acid-free paper SPIN: 10859760 62 13020 hu - 5 4 3 2 1 o - Preface This book is based upon lectures on Mathematical Models in Materials Sci ence held at the University of Aachen, Germany, since 1969. Guest-lectures at several Universities in Germany and abroad or representations at Interna tional Conferences have also been included. Furthermore, I represent some parts of this book on ANSYS-Seminars about viscoelasticity and viscoplas ticity in Munich, Stuttgart, and Hannover. Some results of research projects, which I have carried out in recent years, are also discussed in this exposition. Over the last two or three decades much effort has been devoted to the elaboration of phenomenological theories describing the relations between force and deformation in bodies of materials, which obey neither the linear laws of the classical theories of elasticity nor the hydrodynamics of viscous fluids. Material laws and constitutive theories are the fundamental bases for de scribing the mechanical behavior of materials under multi-axial states of stress involving creep and creep rupture. The tensor function theory has be come a powerful tool for solving such complex problems. The present book will provide a survey of some recent advances in the mathematical modelling of materials behavior under creep conditions. The mechanical behavior of anisotropic solids requires a suitable mathematical modelling. The properties of tensor functions with several argumenttensors constitute a rational basis for a consistent mathematical modelling of com plex material behavior. This monograph presents certain principles, methods, and recent success ful applications of tensor functions in creep mechanics. Thus, a proper un derstanding of the subject matter requires fundamental knowledge of tensor algebra and tensor analysis. Therefore, Chapter 2 is devoted to tensor no tation, where both symbolic and index notation have been discussed. For higher-order tensors and for final results in most of the derivations the index notation provides the reader with more insight. 'II Preface The simplest way to formulate the basic equations of continuum mechan ics and the constitutive or evolutional equations of various materials is to restrict ourselves to rectangular cartesian coordinates. However, solving par ticular problems, for instance in Chapter 5, it may be preferable to work in terms of more suitable coordinate systems and their associated bases. There fore, Chapter 2 is also concerned with the standard techniques of tensor anal ysis in general coordinate systems. Creep mechanics is a part of continuum mechanics, like elasticity or plas ticity. Therefore, some basic equations of continuum mechanics are put to gether in Chapter 3. These equations can apply equally to all materials and they are insufficient to describe the mechanical behavior of any particular material. Thus, we need additional equations characterizing the individual material and its reaction under creep condition according to Chapter 4, which is subdivided into three parts: the primary, the secondary, and the tertiary creep behavior of isotropic and anisotropic materials. The creep behavior of a thick-walled tube subjected to internal pressure is discussed in Chapter 5. The tube is partly plastic and partly elastic at time zero. The investigation is based upon the usual assumptions of incompress ibility and zero axial creep. The creep deformations are considered to be of such magnitude that the use of finite-strain theory is necessary. The inner and outer radius, the stress distributions as functions of time, and the creep failure time are calculated. In Chapter 6 the creep potentials hypothesis is compared with the tensor function theory. It has been shown that the former theory is compatible with the latter, if the material is isotropic, and if additional conditions are fulfilled. However, for anisotropic materials the creep potential hypothesis only furnishes restricted forms of constitutive equations, even if a general creep potential has been assumed. Consequently, the classical normality rule is modified for anisotropic solids based upon the representation theory of tensor functions. The existance of a creep potential in the tertiary creep phase is not justi fied. This phase is accompanied by the formation of microscopic cracks on the grain boundaries, so that damage accumulation occurs. In some cases voids are caused by a given stress history and, therefore, they are distributed anisotropically among the grain boundaries. Because of this microscopic nature, damage has an anisotropic char acter even if the material was originally isotropic. The fissure orientation and length cause anisotropic macroscopic behavior. Therefore, damage in an Preface VII isotropic or anisotropic material that is in a state of multiaxial stress can only be described in a tensorial form. Thus, the mechanical behavior will be anisotropic, and it is therefore necessary to investigate this kind of anisotropy by introducing appropiately defined anisotropic damage tensors into constitutive equations. In Sections 4.3.2 and 6.4 constitutive equations involving damage and initial ansisotropy have been formulated in detail. Chapter 7 is concerned with the construction of damage tensors or tensors of continuity (Section 7.1). Then, the multiaxial state of stress in a damaged continuum is analized in more detail (Section 7.2). Finally, some damage effective stress concepts are also discussed (Section 7.3). For engineering applications it is very important to generalize uniaxial constitutive laws to multiaxial states of stress. This can be achieved by ap plying interpolation methods for tensor functions developed in Chapter 8. In foregoing Chapters, the creep behavior of solids has been described. Chapters 9 and 10 are devoted to fluids, where linear and nonlinear fluids and memory fluids are taken into consideration. Many materials exihibt both features of elastic solids and characteristics of viscous fluids. Such materials are called viscoelastic, to which the ex tended Chapter 11 has been devoted. Several rheological models (both linear and nonlinear) are discussed in more detail, and their creep or relaxation behavior has been compared with experimental data. In contrast to fluids (Chapter 9) viscop lastic materials can sustain a shear stress even at rest. They begin to flow with viscous stress after a yield con dition has been satisfied. Chapter 12 is subdivided in linear and nonlinear theory of viscoplasticity. As an example, viscoplastic behavior of metals in comparison with experimental results is discussed. Together with my coworkers I have carried out own experiments to ex amine the validity of the mathematical modelling. Furthermore, an overview of some important experimental investigations in creep mechanics of other scientists has been provided in Chapter 13. The mathematical backround required has been kept to a minimum and supplemented by explanations where it has been necessary to introduce spe cial topics, for instance, concerning tensor algebra and tensor analysis or representation of tensor functions. Furthermore, two appendices have been included to provide sufficient foundations of DIRAC and HEVISIDE func tions or of LAPLACE transformations, since these special techniques playa fundamental role in creep mechanics. vm Preface In many examples or for many graphically representations the MAPLE software has been utilized. MAPLE or MATHEMATIC A and many other symbolic manipulation codes are interactive computer programs, which are called computer algebra systems. They allow their users to compute not only with numbers, but also with symbols, formulae, equations, and so on. Many mathematical operations such as differentiation, integration, LAPLACE trans formations, inversion of matrices with symbolic entries, etc. etc. can be car ried out with great speed and exactness of the results. Computer algebra sys tems are powerful tools for mathematicians, physicists, engineers, etc., and are indispensable in scientific research and education. I would like to express my appreciation to my Assistant, Dipl.-Ing. Uwe MIEX. NAVRATH, for preparing the camera-ready manuscript in His compe tence and skill have been indispensable for me. Thanks are due to Springer-Verlag, in particular to Dr. Dieter MERKLE and Dr. Hubertus v. RIEDESEL for their readiness to publish this monograph and for their agreeable cooperation. Aachen, May 2002 Josef Betten Contents 1 Introduction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 Tensor Notation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 2.1 Cartesian Tensors ..................................... 9 2.2 General Bases. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. 16 3 Some Basic Equations of Continuum Mechanics . . . . . . . . . . .. 31 3.1 Analysis of Deformation and Strain ...................... 31 3.2 Analysis of Stress . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 40 4 Creep Behavior of Isotropic and Anisotropic Materials; Consti tutive Equations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 49 4.1 Primary Creep . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 52 4.2 Secondary Creep. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 53 4.2.1 Creep Potential Hypothesis ....................... 53 4.2.2 Isochoric Creep Behavior. . . . . . . . . . . . . . . . . . . . . . . .. 57 4.2.3 Creep Parameters ............................... 59 4.2.4 Second-Order Effects . . . . . . . . . . . . . . . . . . . . . . . . . . .. 60 4.3 Tertiary Creep ........................................ 69 4.3.1 Uniaxial Tertiary Creep .......................... 69 4.3.2 Multiaxial Tertiary Creep. . . . . . . . . . . . . . . . . . . . . . . .. 72 5 Creep Behavior of Thick-Walled Thbes. . . . . . . . . . . . . . . . . . .. 77 5.1 Method to discribe the Kinematics ....................... 77 5.2 Isochoric Creep Behavior. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 82 5.3 Stress Field .......................................... 85 5.4 Expansion and Failure Time ............................ 89 5.5 Numerical Computation and Examples ................... 92 X Contents 6 The Creep Potential Hypothesis in Comparison with the Tensor Function Theory ...................................... 10 1 6.1 Isotropy ............................................. 101 6.2 Oriented Solids ....................................... 103 6.3 Modification of the Normality Rule ...................... 107 6.4 Anisotropy expressed through a Fourth-Rank Tensor ........ 110 6.4.1 Irreducible Sets of Tensor Generators and Invariants .. 111 6.4.2 Special Formulations of Constitutive Equations and Creep Criteria .................................. 113 6.4.3 Incompressibility and Volume Change .............. 115 6.4.4 Characteristic Polynomial for a Fourth Order Tensor .. 119 6.4.5 LAGRANGE Multiplier Method .................... 123 6.4.6 Combinatorial Method ........................... 124 6.4.7 Simplified Representations ....................... 127 7 Damage Mechanics .................................... 131 7.1 Damage Tensors and Tensors of Continuity ................ 131 7.2 Stresses in a Damaged Continuum ....................... 140 7.3 Damage Effective Stress Concepts ....................... 147 8 Tensorial Generalization of Uniaxial Creep Laws to Multiaxial States of Stress ........................................ 151 8.1 Polynomial Representation of Tensor Functions ............ 151 8.2 Interpolation Methods for Tensor Functions ............... 152 8.3 Tensoral Generalization of NORTON-BAILEY's Creep Law .. 154 8.4 Tensorial Generalization of a Creep Law including Damage .. 157 9 Viscous Fluids. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 163 9.1 Linear Viscous Fluids .................................. 163 9.2 Nonlinear Viscous Fluids ............................... 171 10 Memory Fluids ........................................ 181 10.1 MAXWELL Fluid ...................................... 181 10.2 General Principle ..................................... 182 10.3 Effects of Normal Stresses .............................. 185 11 Viscoelastic Materials. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 187 11.1 Linear Theory of Viscoelasticity ......................... 187 11.2 Nonlinear Theory of Viscoelasticity ...................... 193 11.3 Special Visoelastic Models ............................. 194

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