Analysis of limit state of reinforced high performance hybrid fiber concrete deep beams with openings

Piotr Smarzewski


Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)
https://orcid.org/0000-0002-3230-4813

Renata Spaczyńska


Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)

Abstract

The article presents the analysis of the strength of reinforced deep beams with openings made of high performance hybrid fibre concrete – steel and polypropylene. We compared the results of the shear capacity of the analytically calculated values based on its own assessment of the theoretical capacity of the proposals deep beams members created by modifications of empirical formulas.


Keywords:

reinforced concrete members, high performance fibre concrete, deep beams with openings

Leonhardt F., Mönning E., Vorlesungen über Massivbau, teil.2, Sonderfalle der Bemessung im Stahlbetonbau, Springer Verlag, Berlin 1975.
  Google Scholar

Singh R., Ray S.P., Reddy C.S., Some tests on reinforced concrete deep beams with and without opening in the web, The Indian Concrete Journal 54(7) (1980) 189.[3] Foster S.J., Gilbert R.I., Tests on high strength concrete deep beams, The University of New South Wales, Sydney, Australia, June 1996, str. 57.
  Google Scholar

Kong F.K., Reinforced concrete deep beams, Taylor & Francis Books, 2002, str. 299.
  Google Scholar

El Maaddawy T., Sherif S., FRP composites for shear strengthening of reinforced concrete deep beams with openings, Composite Structures 89 (2009) 60-69.
DOI: https://doi.org/10.1016/j.compstruct.2008.06.022   Google Scholar

Arabzadeh A., Aghayari R., Rahai A.R., Investigation of experimental and analitical shear strength of reinforced concrete deep beams, International Journal of Civil and Structural Engineering 9(3) (2011) 207-214.
  Google Scholar

Shanmugam. N.E., Swaddiwudhipong S., The ultimate load behavior of fiber reinforced concrete deep beams, The Indian Concrete Journal 58(8) 12-14.
  Google Scholar

Vengatachalapathy V., Ilangovan R., A Study on steel fibre reinforced concrete deep beams with and without openings, International Journal of Civil and Structural Engineering 1(3) (2010) 509-517.
  Google Scholar


Published
2012-06-11

Cited by

Smarzewski, P. and Spaczyńska, R. (2012) “Analysis of limit state of reinforced high performance hybrid fiber concrete deep beams with openings”, Budownictwo i Architektura, 10(1), pp. 027–036. doi: 10.35784/bud-arch.2228.

Authors

Piotr Smarzewski 

Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland
https://orcid.org/0000-0002-3230-4813

Authors

Renata Spaczyńska 

Department of Civil Engineering; Faculty of Civil Engineering and Architecture; Lublin University of Technology Poland

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