Název: A refined description of the crack tip stress field in wedge-splitting specimens – a two-parameter fracture mechanics approach
Autoři: Seitl, Stanislav
Knésl, Zdeněk
Veselý, Václav
Řoutil, Ladislav
Citace zdrojového dokumentu: Applied and Computational Mechanics. 2009, vol. 3, no. 2, p. 375-390.
Datum vydání: 2009
Nakladatel: University of West Bohemia
Typ dokumentu: článek
article
URI: http://www.kme.zcu.cz/acm/index.php/acm/article/view/37/8
http://hdl.handle.net/11025/1554
ISSN: 1802-680X (Print)
2336-1182 (Online)
Klíčová slova: testování materiálu;lomová mechanika;pevnost;vady materiálu;numerická analýza
Klíčová slova v dalším jazyce: material testing;fracture mechanics;strength;material defects;numerical analysis
Abstrakt: The paper is focused on a detailed numerical analysis of the stress field in specimens used for the wedge splitting test (WST) which is an alternative to the classical fracture tests (bending, tensile) within the fracture mechanics of quasi-brittle building materials, particularly cementitious composites. The near-crack-tip stress field in the WST specimen is described by means of constraint-based two-parameter fracturemechanics in the paper. Different levels of constraint in the vicinity of the crack tip during fracture process through the specimen ligament are characterized by means of the T -stress. Two basic shapes ofWST specimen – the cube-shaped and the cylinder-shaped one – are investigated and the determined near-crack-tip stress field parameters are compared to those of compact tension (CT) specimens according to the ASTM standard for classical and round geometry. Particular attention is paid to the effect of the compressive component of the loading force (complementing the splitting force) acting on the loaded side of the specimen and its reaction from the opposite part of the specimen on the stress field in the cracked body. Several variants of boundary conditions on the bottom side of the specimen used for this kind of testing procedure are also considered. The problem is solved numerically by means of the finite element method and results are compared with data taken from the literature.
Práva: © 2009 University of West Bohemia. All rights reserved.
Vyskytuje se v kolekcích:Volume 3, number 2 (2009)
Volume 3, number 2 (2009)

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