THEORETICAL TENSILE-STRESS IN TUNGSTEN SINGLE-CRYSTALS BY FULL-POTENTIAL FIRST-PRINCIPLES CALCULATIONS

Citation
M. Sob et al., THEORETICAL TENSILE-STRESS IN TUNGSTEN SINGLE-CRYSTALS BY FULL-POTENTIAL FIRST-PRINCIPLES CALCULATIONS, Materials science & engineering. A, Structural materials: properties, microstructure and processing, 234, 1997, pp. 1075-1078
Citations number
16
Categorie Soggetti
Material Science
ISSN journal
09215093
Volume
234
Year of publication
1997
Pages
1075 - 1078
Database
ISI
SICI code
0921-5093(1997)234:<1075:TTITSB>2.0.ZU;2-O
Abstract
Fully self-consistent ab initio electronic structure calculation of th eoretical tensile strength is performed for the first time using full- potential LAPW method. As a specific example, tensile strength of sing le-crystalline tungsten loaded uniaxially along the (001) and (111) di rections is analyzed. Although tungsten is elastically nearly isotropi c (C-44 approximate to C'), theoretical tensile strength exhibits a ma rked anisotropy (sigma(001)(th) = 0.289 Mbar, sigma(111)(th) = 0.401 M bar). This anisotropy is explained in terms of structural energy diffe rences between bcc, fee and simple cubic structures which occur on the calculated deformation paths. Theoretical results compare favorably w ith experimental value of 0.247 +/- 0.036 Mbar obtained for tungsten w hiskers grown along the (110) direction. (C) 1997 Elsevier Science S.A .