LOCAL STRAIN AND TEMPERATURE MEASUREMENTS IN NON-UNIFORM FIELDS AT ELEVATED TEMPERATURES Proceedings of the Symposium held at Berlin, Germany, 14-15 March 1996 Edited by J. ZIEBS*. J. BRESSERS**, H. FRENZ*. D.R. HAYHURST H. KLINGELHOFFER*, S. FOREST**** *' Bundesanstalt fur Materialforschung und -priifung, Berlin, Germany, **JRC, Institute for Advanced Materials, Petten, The Netherlands, Department of Mechanical Engineering, UMIST, Manchester, United Kingdom, **** Centre des Materiaux, Ecole des Mines de Paris, Evry, France WOODHEAD PUBLISHING LIMITED CAMBRIDGE, UK Published by Woodhead Publishing Limited, 80 High Street, Sawston, Cambridge CB22 3HJ, UK www.woodheadpublishing.com Woodhead Publishing, 1518 Walnut Street, Suite 1100, Philadelphia, PA 19102-3406, USA Woodhead Publishing India Private Limited, G-2, Vardaan House, 7/28 Ansari Road, Daryaganj, New Delhi - 110002, India www.woodheadpublishingindia.com First published 1999 © Bundesanstalt fur Materialforschung und -prufung, 1999 This book contains information obtained from authentic and highly regarded sources. Reprinted material is quoted with permission, and sources are indicated. 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Trademark notice: Product or corporate names may be trademarks or registered trademarks, and are used only for identification and explanation, without intent to infringe. British Library Cataloguing in Publication Data A catalogue record for this book is available from the British Library. ISBN 978-1-85573-424-1 (print) ISBN 978-0-85709-314-1 (online) Printed by Lightning Source. PREFACE The International Symposium "Local Strain and Temperature Measurements in Non- Uniform Fields at Elevated Temperatures", held at the Technical University Berlin (TUB), Berlin, Germany, on March 14 - 15, 1996, was jointly organized by the High Temperature Mechanical Testing Committee (HTMTC) and by the Federal Institute for Materials Research and Testing (BAM), Berlin, in cooperation with the German Association of Materials Research and Testing (DVM). The symposium was devoted to precision strain and temperature measurements in non uniform fields encountered in well-controlled laborarory testpieces and in highly complex loading situations typical of those encountered in operating engineering components. Measurement techniques contribute to all areas of experimental mechanics research and play a critical role in the type of information which can be determined on material response, defects and residual stresses. All of these parameters being crucial to the accurate prediction and interpretation of failures at both the material and at the engineering component levels. Expertise developed for optical methods of stress analysis has been redirected towards more general optical methods for determining the displacements, strains, and velocities of the surfaces of bodies in non-uniform fields. Development of these methods has been accelerated by concurrent advances in laser technology. In addition, innovative applications of interferometry and holography have led to extremely valuable techniques for monitoring the motion and deformation of surfaces. Because these measurements can be made in-situ on the material, and often in the actual component, they can be compared directly with numerical predictions earned out at the component design stage, which are based on inelastic models for the material response. Furthermore, because optical techniques do not require mechanical contact with the moving/deforming body, measurements can be made at high temperatures and at high rates of deformation. Other developments taking place which have potential for novel applications are measurement techniques for the micron and submicron range. As a foundation for the numerous applications of these techniques, it is essential to maintain a strength and continuing effort in the development and standardization of basic measurement concepts. But principal goals are to enable the verification of numerical/computer predictions of component behaviour against high quality experimental data; and, to promote improved standards and better Quality Assurance. The objective of the symposium was also to bring together scientists and engineers with different backgrounds and perspectives, but with a common interest in measurement techniques. Also, the symposium aimed to identify problems which have been encountered with current techniques, and to identify how future research may be directed towards overcoming these. Symposium sessions were held on State of the Art and Development Trends in Local Strain Measurements, Local Temperature Control and Measurement, Link between Specimen/Component Testing and Computer Simulation of Specimen/Component Behaviour, and Areas of Standardization and Need for Future Research. The Presentations were of three kinds: 4 keynote lectures, 20 contributions and 10 poster contributions. These Proceedings contain the text of the 34 papers. The editors wish to thank all the authors and delegates for their contributions. Thanks are also due to the keynote speakers and session chairmen who all played decisive roles in stimulating a rewarding discussion. Finally the editors would like to thank colleagues from BAM, who contributed behind the scenes to the efficient organisation of the symposium and the compilation of these proceedings. Editors International Advisory Board J. Y. Guedou, Evry D. Lohe, Karlsruhe P. McCarthy, Leatherhead D. Munz, Karlsruhe D. Nouailhas, Chatillon A. Pineau, Paris R. Ritter, Braunschweig F. Schubert, Julich D.J. Smith, Bristol H. Wollenberger, Berlin Programme and Organizing Committee J. Bressers, Petten S. Forest, Paris H. Frenz, Berlin D.R. Hayhurst, Manchester R.C. Hurst, Petten H. Klingelhoffer, Berlin J. Olschewski, Berlin J. Ziebs, Berlin Conference Chairman J. Ziebs, Berlin STRAIN MEASUREMENT IN MATERIAL TESTING BY OPTICAL FIELD METHODS R. RITTER Abteilung Experimentelle Mechanik Institut fur Technische Mechanik Technische Universitat Braunschweig SchleinitzstraBe 20, D-38106 Braunschweig Abstract A summary will be given of the characteristics and properties of optical field methods. The methods have achieved a high technological level during the last few years, due to the advance ments in modern optoelectronic components and the development of digital image processing of optical signals. These signals are the information carriers of the searched geometrical characte ristics of the considered object. The paper is divided into three parts. First, the object grating method and the electronic speckle pattern correlation interferometry are presented. In general these methods lead directly to displacement fields. The associated strain values have to be de termined from these fields numerically. Several related procedures, which are practicable and of high precision, will be introduced. Finally, three examples will demonstrate the applicability and the advantages of these field methods related to various problems in material testing. Keywords Optical field method, Object grating method, Electronic speckle pattern correlation interfero metry, Digital image processing, Displacement measurement, Numerical strain determination 1. INTRODUCTION The fundamental principle of optical field methods consists of generating and imaging patterns as grey level distributions in the image plane of recording cameras. These distributions are the information carriers of the searched geometrical object characteristics, such as local vector, displacement, contour or slope. The image values of the object are determined using digital image processing of the patterns. The object values are then retransformed from the image data into the object space [1], [2]. The optical field methods can be classified by models, describing the properties of light. In case of incoherent methods or ray optics the amplitude of the light is the information carrier. Their sensitivity depends on the lateral resolution of the recording CCD camera and the accuracy of 1 the image processing algorithm. Interferometric methods are all based on coherent optics. Here the information carrier is the phase difference of the light and the sensitivity depends on the order of the wavelength [3]. These optical field methods have achieved a high technological level during the last few years by applying modern optoelectronic elements and digital image processing algorithms. The mea surements are possible on surfaces within regions varying in size from a few square micrometers to several square meters [4]. They take place without contact and interaction. Because of the compact construction and small dimensions of the related devices they can be adapted directly at testing machines and arrangements [5]. For dimensioning of objects, the strain distribution must be known. In general, it is determined numerically from the measured local vectors, related to two different deformation states of the object. The first derivatives of displacement can also be measured directly using the well known shearing principle [6]. In the following two examples, the object grating method and the electronic speckle pattern correlation interferometry are presented in more detail. Furthermore, a new numerical procedu re for determining the strain distribution is discussed. If an area-based algorithm is applied for determining the displacement field through digital image processing combined with an affine transformation between the two different intensity distributions associated with the correspon ding deformation states of the object, it can be shown that the parameters of this transformation describe the searched strain values [7]. The advantages of optical field methods are demonstrated by three practical applications in material testing. The first example is related to the strain analysis around the tip of a crack in a fracture mechanical specimen by means of the object grating method. The next test describes the applicability of the object grating method to the case of high temperatures and mechanical loading of a notched specimen. Finally the electronic speckle pattern correlation interferometry was applied for the in-plane displacement measurement of a vibrating turbine blade. In all cases, the strain distributions were determined numerically from the measured local vectors or displacements. 2. OPTICAL FIELD METHODS In the following examples two optical field methods will be described in more detail. 2.1 Object Grating Method The object grating method is based on incoherent optics. A grating of optical features consi sting of a geometrically invariant (deterministic) or geometrically variable pattern is applied to the surface of the considered object, which is called grating, Fig. 1. By loading the object, the deformation at its surface is equivalent to the change in position of the applied features. The features are recorded using the photogrammetric method, Fig. 2, and then global coordinates are determined. The primary information of the measurement is the field of all local vectors. This method is applicable to inelastically deforming material. One suitable procedure for pro ducing high temperature resistant gratings is to spray an agglomeration of a volatile solvent and titanium dioxide on the polished surface of the specimen through a mesh, as used in screen printing. In this way, line densities up to 80 lines per millimeter can be achieved easily. 2 MM»«9«lltt«&ll&l*»«&ft8; ;g»«ftsiiaffss&«s**»*i;*j (*SftBftH«««lf*«»SS8«ttSJ 8g««»«««tt«8«&«*fts*i8j fftaBBS8B8S8BBB*SB««tfi t«BB8B«BS8B*i»*BSffi;*8i lBBBBBBB8B8B$£t!SiBS!»Bi [B*BBttift*a»tt»iigiS8«ii£iii BBBBB*BBB88IS8»tt*9»;g) [|K»iBSii«»»«iiiii(ttH»«eig}i tttBBBB*BBBB»BBBft»saiii BBBBBBBBBBBBBBSSlBHSil [SBBaBaB»BB8&8BBBB8ss! IB3*B«@BBB8BiiB33BBgiti BBBa8SBB*^BS8i8»ttlSBBi (a) BBB«B««KB«a8B»8BttBBi (b) iBBBBBKBBB»s8»BsiaB£$i Fig. 1. Deterministic (a) and stochastic (b) grating, consisting of features of an invariant or variable geometrical structure. Z Fig.2. Photogrammetric method. 2.2 Electronic Speckle Pattern Correlation Interferometry If an optically rough surface is illuminated by a coherent laser, the scattered light rays interfere and a granular intensity effect (speckle effect), caused by different amplitude and phase distri butions, comes into existence, Fig. 3. It can be observed for example in the image plane of a recording camera. The phase distribution depends mainly upon the geometrical and imaging conditions of the optical arrangement. As this distribution can not be determined using optical sensors in interferometry, it is decoded by a reference beam, which interferes with the carrier beam. The resulting intensity distribution is proportional to the phase and is usually recorded using CCD cameras. The correlation of two distributions related to two different deformation states of the consi dered object, leads to a fringe pattern, Fig. 4. This contains the information concerning the deformation of the object surface. The intensity correlation can be achieved using a computer and a video signal subtraction or addition. 3 Fig.3. Speckle effect. Fig. 4. Speckle pattern correlation fringes. In the case of 3D-measurement by speckle interferometry, two in-plane and one out-of-plane measuring devices have to be distinguished. For measuring one of the in-plane components of the displacement, the plane surface is illu minated by two object waves, OWi and OW2, at the same angle of incidence with respect to the normal of the surface, Fig. 5. Contours of constant displacement in the X2-direction can be observed. The electronic speckle pattern correlation interferometry is suitable for displacement measure ment for the case of elastic or inelastic material behaviour. 2.3 Digital Image Processing Processing of optical patterns always involves digital analysis of pattern images. For this pur pose, the image fields are divided into pixels and every image point is described by the grey value of the related pixel. In general, the patterns can be classified into features and interference fringes. Features come into existence by applying grating methods and interference fringes come into existence by applying interferometric field methods. The moire effect also consists of fringes, however these fringes are mostly produced by superposition, for example of two line gratings, Fig. 6. For the case of processing features, feature based and area based algorithms have to be discer ned. The structural operators [8], for example, belong to the feature based algorithms. Area based algorithms are also suitable for the processing of the stochastic grey value distributions of object textures, [9]. These procedures postulate that all image points can be identified by their 4 Fig.5. Diagrammetric arrangement of an in-plane displacement sensitive speckle pattern correlation interferometer. surroundings, called windows. For the case of displacement measurement, the aim of this corre lation consists of determining the position of the window, related to two different object states, under the condition of minimum difference of the grey level distribution belonging to them, Fig.7, eqn (1) Fig.6. Moire effect by superposition of two line gratings. I(xp,y /) = I(xp,y ) (1) P P In general, the relation between the coordinates P and P' can be described by the affine trans formation, eqns (2) and (3) xp' = a\ + axp + a yp (2) 2 3 = a + ax + ayp (3) ypt 4 5 P e 5 The parameters aj in eqns (2) and (3) must be determined under the condition that eqn (1) is fulfilled. Fig. 7. Intensity distribution related to the undeformed (a) and deformed (b) state of an object with corresponding windows. The best known methods for processing of interference or moire fringes are the phase-shifting techniques [10]. In this case, the reference phase is shifted by changing the optical path of the reference beam in three or more steps. For the image point under consideration, the same number of intensity values can be obtained. Combining the different values leads to a relationship for determining the relative phase difference. This difference is related directly to the deformation associated with the corresponding object point. 3. STRAIN DETERMINATION The different definitions of direct or "normal" strain are specified in terms of an initial fiber length, I, and a final fiber length, If. For the determination of strain, the definition by Lagrange is often used, eqn (4) i A Eqn (4) is also the basis for the numerical computation of strain from displacement measured using optical field methods. For example, the difference between the displacement components of two neighbouring points in the same direction, related to their initial distance, describes in a simplified manner the strain. For the case of plane deformation with the displacement components u and v in the x- and y- directions of a Cartesian reference coordinate system, the strain in x-direction can be described by (I)- Furthermore, Fig. 7 shows that the relative displacement can be approximated by 6