title: On backward dispersion correction of Hopkinson pressure bar signals.
abstract: Elastic theory shows that wide spectrum signals in the Hopkinson pressure bar suffer two forms of distortion as they propagate from the loaded bar face. These must be accounted for if accurate determination of the impact load is to be possible. The first form of distortion is the well-known phase velocity dispersion effect. The second form, which can be equally deleterious, is the prediction that at high frequencies, the stress and strain generated in the bar varies with radial position on the cross section, even for a uniformly applied loading. We consider the consequences of these effects on our ability to conduct accurate backward dispersion correction of bar signals, that is, to derive the impact face load from the dispersed signal recorded at some other point on the bar. We conclude that there is an upper limit on the frequency for which the distortion effects can be accurately compensated, and that this can significantly affect the accuracy of experimental results. We propose a combination of experimental studies and detailed numerical modelling of the impact event and wave propagation along the bar to gain better understanding of the frequency content of the impact event, and help assess the accuracy of experimental predictions of impact face load.
authors: Department of Civil and Structural Engineering, University of Sheffield, Sheffield S1 3JD, UK a.tyas@sheffield.ac.uk.
authors: A
authors: A
authors: Tyas
authors: Department of Civil and Structural Engineering, University of Sheffield, Sheffield S1 3JD, UK.
authors: Z
authors: Z
authors: Ozdemir
keywords: Hopkinson pressure bar; dispersion; finite-element modelling; frequency analysis; impact