An analysis of the influence of the reinforcing bar distribution on the beam deformation during loading

Barbara Goszczyńska


Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology (Poland)

Wiesław Trąmpczyński


Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology (Poland)
https://orcid.org/0000-0003-0932-2666

Paweł Tworzewski


Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology (Poland)

Abstract

The article presents the analysis of the influence of the rebars distribution, in reinforced concrete beam section, on the perpendicular (to the side surface) deformation of the tested element. The beams were tested under the load of two forces. Displacements and crack formation in middle part of reinforced concrete beams were measured by using 3D optical scanner. Test results confirm the large influence of the asymmetry of the reinforcing bars distribution, within beams cross-sections, on their deformation and crack formation during loading. It is shown that the displacements perpendicular to the side surface are consequent upon irregularities in the distribution of the main reinforcement due to errors in the stage of beams manufacturing in the precast factory.


Keywords:

reinforced concrete, reinforced concrete beam, displacement, reinforcement, optical scanner, the Aramis system

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Published
2014-09-11

Cited by

Goszczyńska, B., Trąmpczyński, W. and Tworzewski, P. (2014) “An analysis of the influence of the reinforcing bar distribution on the beam deformation during loading”, Budownictwo i Architektura, 13(3), pp. 087–094. doi: 10.35784/bud-arch.1769.

Authors

Barbara Goszczyńska 

Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology Poland

Authors

Wiesław Trąmpczyński 

Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology Poland
https://orcid.org/0000-0003-0932-2666

Authors

Paweł Tworzewski 

Department of Strength of Materials and Concrete Structures; Faculty of Civil Engineering and Architecture; Kielce University of Technology Poland

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