G
George T. Gray
Researcher at Los Alamos National Laboratory
Publications - 477
Citations - 11893
George T. Gray is an academic researcher from Los Alamos National Laboratory. The author has contributed to research in topics: Strain rate & Shock (mechanics). The author has an hindex of 54, co-authored 474 publications receiving 10421 citations. Previous affiliations of George T. Gray include Massachusetts Institute of Technology & Carnegie Mellon University.
Papers
More filters
Proceedings ArticleDOI
Shock compression and quasielastic release in tantalum
TL;DR: In this paper, the leading edge of the first observable arrival of the release wave of a quasielastic deformation in shock-loaded tantalum (BCC) was investigated.
Journal ArticleDOI
The response of metal-matrix composites subjected to quasi-static and shock-wave deformation
TL;DR: In this paper, the mechanical response and substructure evolution of three composites (Al-Li alloy reinforced with 55 vol.% A12O3 long fibers, P/M aluminium alloy X7091 reinforced with 30 vol.%.% B4C particulates, and Ti-6Al-4V Alloy reinforced with 42 vol.%).
Proceedings ArticleDOI
Influence of shockwave obliquity on deformation twin formation in Ta
TL;DR: In this article, the deformation twinning was quantified in post-mortem samples as a function of detonation geometry and radial position, and the average volume fraction of deformation twins was observed to drastically increase with increasing shock obliquity.
Influence of peak pressure and pulse duration on substructure development and threshold stress measurements in shock-loaded copper
George T. Gray,P.S. Follansbee +1 more
TL;DR: Based upon a study of the independent variation of peak pressure and pulse duration upon the shock loading response of OFE copper, the following conclusions can be drawn: increasing peak pressure or pulse duration was found to decrease the observed dislocation cell size and increase the yield strength.
Book ChapterDOI
Fatigue Crack Growth in Rail Steels
TL;DR: In this article, a synthesis of concepts now available which includes crack initiation phenomena and also the growth behavior of short cracks and long cracks is presented and discussed for both plain carbon and alloy rail compositions, with microstructural dependence of properties featured as a characteristic amenable to exploitation for improvement of rail performance.