The measurement of residual stress using the incremental hole drilling is well established, but the main limitations with the conventional strain gauge approach are the requirements for surface preparation, the need for accurate alignment and drilling, the restricted range of hole geometries commensurate with the specific gauge designs, and the limited range of strain data averaged over the footprint of the strain gauge grid. Recent attempts to extend the method have seen the application of full field optical techniques such as electronic speckle pattern interferometry and holographic interferometry for measuring the strain fields around the hole, but these methods are sensitive to vibration and this limits their practical use to controlled laboratory environments.There are significant potential benefits therefore of using a more robust technique based on Digital Image Correlation (DIC), and work is presented in this study on the development of the method for measuring surface displacements and strain fields generated during incremental hole drilling. Some of the practical issues associated with the technique development, including the optimization of applied patterns, the development of the optical system and integration with current hole drilling equipment are discussed, and although measurements are only presented for a single load case -the equi-biaxial stress state introduced during shot peening -the novel aspect of this work is the integration of DIC measurements with incremental drilling and an application of the Integral Method analysis to measure the variation of residual stress with depth. Validation data comparing results from conventional strain gauge data and FE models is also presented.
Digital image correlation is an optical imaging technique that compares images taken ofa structure and is well established for laboratory measurements. By processing pairs of images under different loading conditions, the full-field deformation of the structure can be measured. Using modern high-resolution digital cameras, in-plane displacement resolutions can approach 5 parts per million of the horizontal field of view. With the ready availability of low-cost computing resource, digital image correlation is now useful for full-field deformation measurements of civil engineering structures and can help identify suitable sites for installation of continuous-measurement deformation sensors. Examples of its use in civil engineering are described and some of the practical problems of deploying the technique in situ are discussed.
Nick McCormickPrincipal research scientist at the National Physical Laboratory, teddington, UK
Jerry LordPrincipal research scientist at the National Physical Laboratory, teddington, UK
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