ORIGINAL ARTICLE
Analysis of the Shear Resistance in the Indented Interface Between Two Concrete Parts of Concrete Composite Beam
 
More details
Hide details
1
Warsaw University of Technology, Faculty of Civil Engineering, Mechanics and Petrochemistry, Płock, Poland
 
2
Lublin University of Technology, Civil Engineering and Architecture Faculty, Lublin, Poland
 
 
Online publication date: 2021-03-30
 
 
Publication date: 2021-03-01
 
 
Civil and Environmental Engineering Reports 2021;31(1):93-105
 
KEYWORDS
ABSTRACT
This paper presents a comparative analysis of shear resistance in the interface between two concrete parts of concrete composite beam. The construction joint was performed as indented one in accordance with Eurocode 2 and fib Model Code 2010. The numerical calculation results were confronted with the actual results of tests of a composite beam subjected to 4-point bending. The displacement values of tested element were obtained using dial sensors and the digital image correlation method (DIC). The analysis shows that the recommendations of Eurocode 2-1-1 and fib Model Code 2010 do not reflect the actual behavior of concrete composite beam with indented surface.
 
REFERENCES (14)
1.
Aggelis, DG, Verbruggen, S, Tsangouri, E, Tysmans, T and Van Hemelrijck, D 2013. Characterization of mechanical performance of concrete beams with external reinforcement by acoustic emission and digital image correlation. Construction and Building Materials 47, 1037–1045.
 
2.
GOM Corellate [Access: 15.12.2018], [Online:] http://www.gom.com/3dsoftware/....
 
3.
Halicka, A 2007. A study of the stress-strain state in the interface and support zones of composite structures with shrinkable and expansive concretes (in Polish). Lublin: Wydawnictwo Uczelniane.
 
4.
Halicka, A and Jabłoński, Ł 2015. The joint of two concrete members of different ages – parameters and capacity according to fib Model Code 2010 (in Polish). Inżynieria i Budownictwo 7, 346–350.
 
5.
Jabłoński, Ł 2018, Influence of surface parameters on static performance of concrete composite t-shaped beams (in Polish). Lublin: Wydawnictwo Uczelniane.
 
6.
Kowalewski, ZL, Dietrich, L, Kopeć, M, Szymczak, T and Grzywna, P 2016. Modern optical systems in mechanical testing - construction, operations, applications (in Polish). XII Seminarium Nieniszczące Badania Materiałowe, Zakopane, Polska, Marzec, 16-18, 1-32.
 
7.
Krawczyk, Ł, Gołdyn, M and Urban, T 2017. About inaccuracies of dic system (in Polish). Journal of Civil Engineering, Environment and Architecture 64, 259-270.
 
8.
PN-EN 1992-1-1:2008 Eurokod 2: Design of concrete structures – Part 1-1: General rules and rules for buildings.
 
9.
PN-EN 206+A1:2016-12, Concrete—Specification, Performance, Production and Conformity.
 
10.
Walraven, JC, and Ajdukiewicz, A (tł.) 2014. fib Model Code 2020 for concrete structures. Kraków: Wydawnictwo Polski Cement.
 
11.
Sadowski, G and Wiliński, P 2017. Study of influence of surface shape on deflection concrete beams cast in two stages (in Polish). Inżynieria i Budownictwo 4, 206–210.
 
12.
Sadowski, G and Wydra, M 2019. Comparison of methods applied to analysis of crack propagation in reinforced concrete composite beam (in Polish). Acta Scientiarum Polonorum Architectura 1, 3-12.
 
13.
Szczecina, M, Tworzewski, P and Uzarska, I 2018. Numerical modeling of reinforced concrete beams, including the real position of reinforcing bars. Structure and Environment 1, 28–38.
 
14.
Tsangouri, E, Aggelis, DG, Van Tittelboom, K, De Belie, N and Van Hemelrijck D 2013. Detecting the activation of a self-healing mechanism in concrete by acoustic emission and digital image correlation. The Scientific World Journal, 1-10.
 
eISSN:2450-8594
ISSN:2080-5187
Journals System - logo
Scroll to top