Title: Glass fibre reinforced cement based composite: fatigue and fracture parameters
Authors: Seitl, Stanislav
Keršner, Zbyněk
Bílek, Vlastimil
Knésl, Zdeněk
Citation: Applied and Computational Mechanics. 2009, vol. 3, no. 2, p. 363-374.
Issue Date: 2009
Publisher: University of West Bohemia
Document type: článek
article
URI: http://www.kme.zcu.cz/acm/index.php/acm/article/view/58/18
http://hdl.handle.net/11025/1555
ISSN: 1802-680X (Print)
2336-1182 (Online)
Keywords: zkoušení materiálu;kompozitní materiály;cementy;lomová mechanika;pevnost
Keywords in different language: material testing;composition materials;cements;fracture mechanics;strength
Abstract: This paper introduces the basic fracture mechanics parameters of advanced building material – glass fibres reinforced cement based composite and its fracture and fatigue behaviour is investigated. To this aim three-point bend (3PB) specimens with starting notch were prepared and tested under static (l–d diagram) and cyclic loading (Paris law and W¨ohler curve). To evaluate the results, the finite element method was used for estimation of the corresponding values of stress intensity factor for the 3PB specimen used. The results obtained are compared with literature data.
Rights: © 2009 University of West Bohemia. All rights reserved.
Appears in Collections:Volume 3, number 2 (2009)
Volume 3, number 2 (2009)

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