Abstract
The Structural Eurocodes of the European Communities establish requirements for building and civil engineering works in terms of reliability, adequate performance in service conditions and durability. For the achievement of durability, several steps are necessary in the sesign process. They are the subject of Eurocode 2 and the European Standard EN 206 for concrete technology. The basic elements of the design concept are described in the present paper.
Résumé
Les Eurocodes sur les structures de la Communauté Européenne définissent des exigences pour les bâtiments et les ouvrages de génie civil en terme de fiabilité, de performance dans les conditions de service et de durabilité. Afin de remplir l'exigence de durabilité, plusieurs étapes sont nécessaires dans le processus de conception. Elles sont l'objet de l'Eurocode 2 et de la norme européenne Béton EN206. Les éléments de base de la conception de plan sont décrits dans cet article.
Similar content being viewed by others
References
European Committee for Standardisation (CEN), ‘Eurocode 1: Basis of Design and Actions on Structures. Part 1: Basis of Design’, CEN, Brussels, ENV 1991-1 (1994).
European Committee for Standardisation (CEN), ‘Eurocode 2: Design of Concrete Structures. Part 1: General Rules and Rules for Buildings’, European Prestandard, CEN, Brussels, ENV 1992-1-1 (1991).
European Committee for Standardisation (CEN), ‘Concrete. Performance, Production, Placing and Compliance Criteria’, European Prestandard, CEN, Brussels, ENV 206, (1990).
European Committee for Standardisation (CEN), ‘Concrete. Performance, Production and Conformity’, Draft, CEN, Brussels, prEN 206 (1997).
European Committee for Standardisation (CEN), ‘Execution of Concrete Structures. Part 1: General Rules and Rules for Buildings’, CEN, Brussels, Document CEN/TC104/SC2-N126 (1998).
Comité Euro-International du Béton (CEB), ‘New Approach to Durability Design. An example for carbonation induced corrosion’, CEB, Lausanne, CEB-Bulletin d'Information No. 238 (1997).
European Committee for Standardisation (CEN), ‘Methods of testing cement—Part 2: Chemical analysis of cement’, CEN, Brussels, EN 196-2 (1994).
Deutsches Institut für Normung e.V. (DIN), ‘Assessment of water, soil and gases for their aggressiveness to concrete—Part 2: Collection and examination of water and soil samples’, DIN, Berlin, DIN 4030-2 (1991).
International Standards Organisation (ISO), ‘Water quality; Determination of amonium—Part 1: Manual spectrometric method’, ISO, Geneva, ISO 7150-1 (1984).
International Standards Organisation (ISO), ‘Water quality; Determination of amonium—Part 2: Automated spectrometric method’, ISO, Geneva, ISO 7150-2 (1986).
International Standards Organisation (ISO), ‘Water quality; Determination of calcium and magnesium; Atomic absorption spectrometric method’, ISO, Geneva, ISO 7980 (1986).
European Committee for Standardisation (CEN), ‘Cement; Composition, specifications and conformity criteri—Part 1: Common cements’, CEN, Brussels, ENV 1997-1 (1992).
Hilsdorf, H. K., ‘Concrete’ published in ‘Concrete Structures’, Euro-Design Handbook, Ernst & Sohn, Berlin, (1995) 1–103.
Vissers, J. L. J., ‘k-value for powder coal fly ash’, Brussels, Internal paper of CEN/TC104/SC1 (1998).
Deutsches Institut für Normung e.V. (DIN), ‘Concrete reinforced and prestressed concrete structures—Part 1: Design’, DIN, Berlin, prDIN 1045-1 (1997).
Grübl, R., ‘European Concept on the Curing of Concre’, published in ‘Concrete Precasting Plant and Technology’, Vol. 62, Bauverlag GmbH, Wiesbaden (1996) 82–91.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Litzner, H.U., Becker, A. Design of concrete structures for durability and strength to Eurocode 2. Mat. Struct. 32, 323–330 (1999). https://doi.org/10.1007/BF02479623
Received:
Accepted:
Issue Date:
DOI: https://doi.org/10.1007/BF02479623