Composite beams with indented construction joint – comparison of results of laboratory tests and numerical analysis

Grzegorz  Sadowski; Piotr Wiliński; Anna Halicka

doi:10.35784/bud-arch.2171

Open full text

PDF

Open full text

MOBI

Open full text

EPUB

Published: Nov 2, 2020

DOI: https://doi.org/10.35784/bud-arch.2171

Issue Vol. 19 No. 4 (2020)

Articles

Deformability of the masonry subjected to shearing due to vertical displacements
Adam Piekarczyk

005-017
Mechanical performance of FRP-RC flexural members subjected to fire conditions
Kostiantyn Protchenko, Elżbieta Szmigiera, Marek Urbański, Andrzej Garbacz

019-031
Composite beams with indented construction joint – comparison of results of laboratory tests and numerical analysis
Grzegorz Sadowski, Piotr Wiliński, Anna Halicka

033-044
Thermal performance of Rice Husk Ash mixed mortar in concrete and masonry buildings
Kajanan Selvaranjan, J.C.P.H. Gamage, G.I.P. De Silva, Vajira Attanayaka

045-053
Crack mechanisms in concrete – from micro to macro scale
Marta Słowik, Piet Stroeven, Amanda Akram

055-065
An innovative safety format for structural system robustness checking
Andrei Tur, Viktar Tur, Stanislav Derechennik, Aliaksandr Lizahub

067-079
Assessment of the early-age strains and stresses in 2D restrained self-stressed members
Viktar V. Tur, Volha H. Sannikava

081-088
Ductility and internal forces redistribution in lightweight aggregate concrete beams
Tomasz Waśniewski, Ewelina Kołodziejczyk

089-099
Buildings of the John Paul II Center – a challenge for civil engineering and architecture
Bogumił Wrana, Jan Wrana

101-114
Nonlinear finite element analysis of punching shear strength of reinforced concrete slabs supported on L-shaped columns
Qing Zhang, Graeme J. Milligan, Maria Anna Polak

115-125
Factors determining the quality of masonry – differentiation of resistance and reliability
Joanna Zięba , Lidia Buda-Ożóg, Izabela Skrzypczak

127-138

DOI

https://doi.org/10.35784/bud-arch.2171

Authors

Grzegorz Sadowski

Grzegorz.Sadowski@pw.edu.pl

Division of Mechanics of Structures and Building Materials; Faculty of Civil Engineering, Mechanics and Petrochemistry; Warsaw University of Technology; ul. Łukasiewicza 17, 09-400 Płock, Poland, Poland

https://orcid.org/0000-0001-6441-0875

Piotr Wiliński

Piotr.Wilinski@pw.edu.pl

Division of Mechanics of Structures and Building Materials; Faculty of Civil Engineering, Mechanics and Petrochemistry; Warsaw University of Technology; ul. Łukasiewicza 17, 09-400 Płock;, Poland

https://orcid.org/0000-0002-8599-5099

Anna Halicka

a.halicka@pollub.pl

Department of Building Structures; Faculty of Civil Engineering and Architecture; Lublin University of Technology; 40 Nadbystrzycka Street; 20-618 Lublin;, Poland

https://orcid.org/0000-0001-5526-8862

Abstract

The paper presents a comparative analysis of the behaviour of a composite beam, consisted of a precast element with indented surface and new concrete layer, subjected to 4-point bending. The results obtained from the virtual model of the beam created using the finite element method (Abaqus/CEA 2019 software) were compared with the laboratory test results obtained with use of the digital image correlation (DIC) method for identifying the crack pattern. The virtual model of composite beam was calibrated by the choice of interface parameters ensuring that the value of load resulting in delamination between concrete layers was close to that value obtained in the laboratory tests. The comparative analysis showed that the pattern of bending and shear cracks and the pattern of interface crack obtained with the finite element method reflect the laboratory test results properly. It can be assumed that the crack between concrete layers is related to the appearance and propagation of shear cracks. On the basis of FEM analysis it can be concluded that the phenomena identified as “shear friction” and “dowel action” are significantly activated after the interface cracking.

Keywords:

composite concrete beam, interface shear resistance, crack, digital image correlation (DIC), finite element method (FEM)

References

Halicka A., A study of the stress-strain state in the interface and support zones of composite structures with shrinkable and expansive concretes. Wydawnictwo Politechniki Lubelskiej, Lublin, 2007.

Sadowski G. and Wydra M., “Comparison of methods applied to analysis of crack propagation in reinforced concrete composite beam”, Acta Scientiarum Polonorum Architectura, vol. 1, no. 18, 2019, pp. 3-12. https://doi.org/10.22630/ASPA.2019.18.1.1 DOI: https://doi.org/10.22630/ASPA.2019.18.1.1

Jabłoński Ł., Influence of surface parameters on static performance of concrete composite t-shaped beams. Wydawnictwo Politechniki Lubelskiej, Lublin, 2018. DOI: https://doi.org/10.1051/matecconf/201926208003

Henriques J., Simões da Silva L. and Valente I. B., “Numerical modeling of composite beam to reinforced concrete wall joints. Part I: Calibration of joint components”, Engineering Structures, vol. 52, (July 2013), pp. 747-761. https://doi.org/10.1016/j.engstruct.2013.03.041 DOI: https://doi.org/10.1016/j.engstruct.2013.03.041

Henriques J., Simões da Silva L. and Valente I., “Numerical modeling of composite beam to reinforced concrete wall joints. Part II: Global behavior”, Engineering Structures, vol. 52, (July 2013), pp. 734-746. https://doi.org/10.1016/j.engstruct.2013.03.040 DOI: https://doi.org/10.1016/j.engstruct.2013.03.040

Szczecina M., Tworzewski P. and Uzarska I., “Numerical modeling of reinforced concrete beams, including the real position of reinforcing bars”, Structure and Environment, vol. 10, no. 1, 2018, pp. 28-38. https://doi.org/10.30540/sae-2018-003 DOI: https://doi.org/10.30540/sae-2018-003

PN-EN 206+A1:2016-12, Concrete – Specification, performance, production and conformity.

GOM Correlate - Software for 3D Testing Data. Free trial license. Available: http://www.gom.com/3d-software/gom-correlate/ [Access: 15 Dec 2019]

Aggelis D. G. et al., “Characterization of mechanical performance of concrete beams with external reinforcement by acoustic emission and digital image correlation”, Construction and Building Materials, vol. 47, 2013, pp. 1037-1045. https://doi.org/10.1016/j.conbuildmat.2013.06.005 DOI: https://doi.org/10.1016/j.conbuildmat.2013.06.005

Tsangouri E. et al., “Detecting the activation of a self-healing mechanism in concrete by acoustic emission and digital image correlation”, The Scientific World Journal, vol. 2013, p. 10, 2013. https://doi.org/10.1155/2013/424560 DOI: https://doi.org/10.1155/2013/424560

Dassault Systèmes Simulia, Abaqus 6.1 2, Abaqus 6.12, 2012.

Kmiecik P., Kamiński M., “Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration”, Archives of Civil and Mechanical Engineering, vol. 11, iss. 3, 2011, pp. 623-636. https://doi.org/10.1016/S1644-9665(12)60105-8 DOI: https://doi.org/10.1016/S1644-9665(12)60105-8

Chen G. M., Chen J. F. and Teng J. G., “On the finite element modelling of RC beams shear-strengthened with FRP”, Construction and Building Materials, vol. 32, (July 2012), pp. 13-26. https://doi.org/10.1016/j.conbuildmat.2010.11.101 DOI: https://doi.org/10.1016/j.conbuildmat.2010.11.101

Chen G. M., Teng J. G., and Chen J. F., “Finite-Element Modeling of Intermediate Crack Debonding in FRP-Plated RC Beams”, Journal of Composites for Construction, vol. 15, iss. 3, (June 2011). https://doi.org/10.1061/(ASCE)CC.1943-5614.00001572011

Smarzewski P., “Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio”, Budownictwo i Architektura, vol. 4, no. 1, 2009, pp. 4-30. DOI: https://doi.org/10.35784/bud-arch.2331

Sinaei H. et al., Evaluation of reinforced concrete beam behaviour using finite element analysis by ABAQUS, Scientific Research and Essays, vol. 7, no. 20, 2012. DOI: https://doi.org/10.5897/SRE11.1393

Sadowski, G. ., Wiliński, P. and Halicka, A. (2020) “Composite beams with indented construction joint – comparison of results of laboratory tests and numerical analysis ”, Budownictwo i Architektura / Civil and Architectural Engineering, 19(4), pp. 033–044. doi: 10.35784/bud-arch.2171.

Article Sidebar

Issue Vol. 19 No. 4 (2020)

Archives

Main Article Content

DOI

Authors

Abstract

Keywords:

References

Article Details

License