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In the conformity control of concrete, different criteria are in use. The current design codes are based on the semi-probabilistic design format. This supposes that a sufficient degree of control exists to assure that a distribution of concrete strength is in accordance with the assumption on which the design procedure is based. The following aspects of conformity control of concrete strength are covered: - general concept and types of conformity criteria, - hazard and risk in conformity control, - risk-based conformity criteria, - concept of risk balance between producer and client.
Rocznik
Tom
Strony
163--169
Opis fizyczny
Bibliogr. 9 poz., il.
Twórcy
autor
- Rzeszów University of Technology, Rzeszów, Poland
Bibliografia
- [1] CEN Concrete - Part 1: Specification, performance, production and conformity. EN- 206-1, 2000.
- [2] Taerve L., Evaluation of compound compliance criteria for concrete strength. Materials and Structures, 1998, 21, 13-20.
- [3] Catarino J.M.R., Statistical criteria for acceptance of materials performance of concrete standards ENV 206:1993 and prEN 206:1997. Proceedings of the 12th ERMCO Congress, Vol. 1, Lisbon, 1998.
- [4] Woliński Sz., Skrzypczak I.: Ryzyko zwiazane ze stosowaniem statystycznych kryteriów zgodność wytrzymałości betonu. Oficyna Wydawnicza Politechniki Warszawskiej, 50 Konferencja Naukowa KILiW PAN i KN PZITB „Krynica 2004”, 12- 17 września 2004, T.3, s.173-181, 2004.
- [5] Taerve L., Caspeele R., Conformity control of concrete: some basic aspects. Proceedings of 4th International Probabilistic Symposium, Ghent, Belgium, October 2006, 57-70.
- [6] Vrouwenvelder T., et al., Risk Assessment and Risk Communication In Civil Engineering CIB Report: Publication 259, Rotterdam: CIB General Secretariat, 2001.
- [7] Steward M. G., Melchers R. E., Probabilistic risk assessment of engineering systems. London, Chapman Hall, 1997.
- [8] Faber M.H., Framework for risk assessment of structural systems. Proc. of Workshop COST C26: Urban habitat constructions under catastrophic events. Prague, March 2007, Czech TU in Prague: 359-367.
- [9] Woliński Sz., Risk based approach to service life assessment of building structures. Proceedings of Seminar on „Sustainability of Constructions”, COST C25, Dresden, 6-7 October 2008, 4.43 -4.51.
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Bibliografia
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bwmeta1.element.baztech-article-BTB2-0058-0027