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Cement based composites for thin building elements: Fracture and fatigue parameters
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SYSNO ASEP 0355183 Druh ASEP J - Článek v odborném periodiku Zařazení RIV J - Článek v odborném periodiku Poddruh J Článek ve WOS Název Cement based composites for thin building elements: Fracture and fatigue parameters Tvůrce(i) Seitl, Stanislav (UFM-A) RID, ORCID
Bílek, V. (CZ)
Keršner, Z. (CZ)
Veselý, J. (CZ)Zdroj.dok. Procedia Engineering. - Amsterdam : Elsevier BV
Roč. 2, č. 1 (2010), s. 911-916Poč.str. 6 s. Akce Fatigue 2010 Datum konání 06.06.2010-11.06.2010 Místo konání Praha Země CZ - Česká republika Typ akce WRD Jazyk dok. eng - angličtina Země vyd. NL - Nizozemsko Klíč. slova Cement-based composites ; Fatigue concrete ; Wöhler curve ; Fibers Vědní obor RIV JL - Únava materiálu a lomová mechanika CEP GA103/08/0963 GA ČR - Grantová agentura ČR CEZ AV0Z20410507 - UFM-A (2005-2011) UT WOS 000278762900096 DOI 10.1016/j.proeng.2010.03.098 Anotace For application in civil engineering structures and also for strengthening existing structures cement-based composites are one of the most frequently used materials. Although many studies have been conducted on the mechanical properties of concrete from static tests, very little research has been reported on concrete fatigue properties. The purpose of this paper is to investigate the static and fatigue behavior of new cement-based composites, developed by ZPSV, a.s. a company producing bridge/train/building structures, are presented. To this end specimens were prepared and tested under static (compressive strength, bending strength, volume density and freezing and thawing resistance index) and cyclic loading (fatigue parameters — Wöhler/S−N curve). The experimentally obtained results (both static and fatigue) of cement-based composites are compared and the suitability of the composites in terms of their application for thin building elements is discussed. Pracoviště Ústav fyziky materiálu Kontakt Yvonna Šrámková, sramkova@ipm.cz, Tel.: 532 290 485 Rok sběru 2011
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