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EXPERIMENTAL DETERMINATION OF POISSON S RATIO FOR HIGH STRENGTH CONCRETE USING DESTRUCTIVE TESTS

Horia Constantinescu, Oana Cazan, Henriette Szilagyi, Andreea Hegyi

First published: 2015-06-20https://doi.org/10.5593/sgem2015/b62/s26.016View metrics

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Title
EXPERIMENTAL DETERMINATION OF POISSON S RATIO FOR HIGH STRENGTH CONCRETE USING DESTRUCTIVE TESTS
Authors
Horia Constantinescu, Oana Cazan, Henriette Szilagyi, Andreea Hegyi
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 15th International Multidisciplinary Scientific GeoConference SGEM2015, NANO, BIO AND GREEN TECHNOLOGIES FOR A SUSTAINABLE FUTURE
Publisher
Stef92 Technology
Year
2015
Pages
121-126
ISSN
1314-2704
ISBN
978-619-7105-43-8
Language
en
Publication type
Conference Paper
References18
  1. Heghes B., Ductility of high strength - high performance concrete, PhD. Thesis, Technical University of Cluj Napoca, UT Press, 2009;

  2. Negrutiu Camelia, Durability of high strength and high performance concrete, PhD. Thesis, Technical University of Cluj Napoca, UT Press, 2010.

  3. Romanian Standards Association: SR EN 1992/2004, Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings, ASRO, Romania.

  4. ASTM C469 / C469M-14, Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression, ASTM International, West Conshohocken, PA, 2014, www.astm.org.

  5. RILEM, Technical Recommendations for the Testing and Use of Construction Materials, E & FN SPOON, ISBN 0419 18810X, 1975.

  6. Task Group 8.2, Constitutive modelling of high strength/high performance concrete – State-of-art report, International Federation for Structural Concrete (fib), Sprint- Digital-Druck, ISBN 978-2 -88394-082-6, ISSN 1562-3610, Stuttgart, Germany, 2008.

  7. Comite Euro-International Du Beton, Ceb-Fip Model Code 1990, Thomas Telford, ISBN 0-7277-1696-4, Great Britain, 1993.

  8. International Federation for Structural Concrete, Model Code 2010 First Complete Draft, DCC Siegmar Kastl e.K., Germany, 2010.

  9. Constantinescu H. , Contributions regarding shear behaviour of high strength concrete elements, PhD. Thessis, Technical University of Cluj-Napoca, Romania, 2012. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

  10. Heghes B., Ductility of high strength - high performance concrete, PhD. Thesis, Technical University of Cluj Napoca, UT Press, 2009;

  11. Negrutiu Camelia, Durability of high strength and high performance concrete, PhD. Thesis, Technical University of Cluj Napoca, UT Press, 2010.

  12. Romanian Standards Association: SR EN 1992/2004, Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings, ASRO, Romania.

  13. ASTM C469 / C469M-14, Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression, ASTM International, West Conshohocken, PA, 2014, www.astm.org.

  14. RILEM, Technical Recommendations for the Testing and Use of Construction Materials, E & FN SPOON, ISBN 0419 18810X, 1975.

  15. Task Group 8.2, Constitutive modelling of high strength/high performance concrete – State-of-art report, International Federation for Structural Concrete (fib), Sprint- Digital-Druck, ISBN 978-2 -88394-082-6, ISSN 1562-3610, Stuttgart, Germany, 2008.

  16. Comite Euro-International Du Beton, Ceb-Fip Model Code 1990, Thomas Telford, ISBN 0-7277-1696-4, Great Britain, 1993.

  17. International Federation for Structural Concrete, Model Code 2010 First Complete Draft, DCC Siegmar Kastl e.K., Germany, 2010.

  18. Constantinescu H. , Contributions regarding shear behaviour of high strength concrete elements, PhD. Thessis, Technical University of Cluj-Napoca, Romania, 2012. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

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Number of times cited according to Crossref: 1

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