Abstract
This paper investigates the behavior of exterior beam–column joints under quasi-static loading experimentally with varying fractions of fibre-reinforced concrete, integrated with 10% bagasse ash, as cement replacement. High-performance concrete of grade M60 was designed using the method recommended by P.C. Aitcin. Steel and polypropylene fibre-reinforced concrete joint specimens were casted with three different proportions of each, i.e. 0.25%, 0.50% and 0.75% of steel fibres and 0.15%, 0.3% and 0.45% of polypropylene fibres, respectively. A total of 11 beam–column specimens were casted including conventional, with 10% replacement of cement with bagasse ash and SFRC joints, PFRC joints and hybrid of volume fractions 1% with the combination of steel and polypropylene fibre by volume of concrete. Fibre-reinforced concrete joints were tested under positive quasi-static loading, and the performance of the joints was assessed with respect to load–deflection, displacement ductility, energy dissipation capacity and stiffness degradation. Outcome of the experimental study indicates that replacement of cement with bagasse ash improves the strength and ductility aspects of conventional specimen. The inclusion of fibres extended the failure load and enhanced the ductile behavior of the beam–column joints, under quasi-static loading. The results also show that hybridization is a good preference for arresting minor cracks at different levels and improving the ductile behavior of beam–column joints.
Similar content being viewed by others
References
Ahmed, S. F. U., Maalej, M., & Paramasivam, P. (2007). Flexural responses of hybrid steel–polyethylene fiber reinforced cement composites containing high volume fly ash. Construction and Building Materials,21(5), 1088–1097.
Aitcin, P. C. (1998). High performance concrete. Boca Raton: CRC Press.
Bahurudeen, A., Marckson, A. V., Kishore, A., & Santhanam, M. (2014). Development of sugarcane bagasse ash based portland pozzolana cement and evaluation of compatibility with superplasticizers. Construction and Building Materials,68, 468–475.
Chung, D. D. L. (2001). Functional properties of cement-matrix composites. Journal of Materials Science,36(6), 1315–1324. https://doi.org/10.1023/A:1017522616006.
Corinaldesi, V., Letelier, V., & Moriconi, G. (2011). Behaviour of beam-column joints made of recycled-aggregate concrete under cyclic loading. Construction and Building Materials,25, 1877–1882.
Corinaldesi, V., & Monriconi, G. (2006). Behavior of beam-column joints made of sustainable concrete under cyclic loading. Journal of Materials in Civil Engineering,18(5), 650–658.
Faleschini, F., Hofer, L., Zanini, M. A., dalla Benetta, M., & Pellegrino, C. (2017). Experimental behaviour of beam-column joints made with EAF concrete under cyclic loading. Engineering Structures,139, 81–95.
Ganesan, N., Indira, P. V., & Sabeena, M. V. (2014). Behaviour of hybrid fibre reinforced concrete beam-column joints under reverse cyclic loads. Materials and Design,54, 686–693.
Hassan, K. E., Cabrera, J. G., & Maliehe, R. S. (2000). The effect of mineral admixtures on the properties of high-performance concrete. Cement Concrete Composites,22(4), 267–271.
Hassanpour, M., Shafigh, P., & Mahmud, H. B. (2012). Lightweight aggregate concrete fiber reinforcement—a review. Construction and Building Materials,37, 452–461.
IS:12269. (2013). Specification for 53 grade ordinary portland cement. New Delhi: Bureau of Indian Standards.
Kou, S. C., & Poon, C. S. (2015). Effect of the quality of parent concrete on the properties of high performance recycled aggregate concrete. Construction and Building Materials,77, 501–508.
Kuder, K. G., & Shah, S. P. (2010). Processing of high-performance fiber-reinforced cement-based composites. Construction and Building Materials,24(2), 181–186.
Li, B., & Leong, C. L. (2015). Experimental and numerical investigations of the seismic behavior of high strength concrete beam-column joints with column axial load. Journal of Structural Engineering,141(9), 04014220.
Mehta, P. K., & Monteiro, P. J. (2014). Concrete: microstructure, properties, and materials (4th ed.). New York: McGraw-Hill.
Nili, M., & Afroughsabet, V. (2010). Combined effect of silica fume and steel fibers on the impact resistance and mechanical properties of concrete. International Journal of Impact Engineering,37(8), 879–886.
Praveenkumar, S., & Sankarasubramanian, G. (2019). Behavior of high performance fibre reinforced concrete composite beams in flexure. Revista Romana De Materiale-Romanian Journal of Materials,49(2), 259–266.
Praveenkumar, S., Sankarasubramanian, G., & Sindhu, S. (2019). Selecting optimized mix proportion of bagasse ash blended high performance concrete using analytical hierarchy process (AHP). Computers and Concrete,23(6), 459–470. https://doi.org/10.12989/CAC.2019.23.6.459.
Said, S. H., & Razak, H. A. (2016). Structural behavior of RC engineered cementitious composite (ECC) exterior beam-column joints under reversed cyclic loading. Construction and Building Materials,107, 226–234.
Sakthivel, P. B., Govindasami, S., & Suman, N. (2019). Flexural performance of hybrid polypropylene–polyolefin FRC composites. Asian Journal of Civil Engineering,20, 515. https://doi.org/10.1007/s42107-019-00120-6.
Shanmugam, P., & Gopalan, S. (2020). Effect of fibers on strength and elastic properties of bagasse ash blended HPC composites. Journal of Testing and Evaluation,48(2), 16.
Siva Chidambaram, R., & Agarwal, P. (2015). Seismic behavior of hybrid fibre reinforced cementitious composite beam-column joints. Materials and Design,86, 771–781.
Song, P. S., & Hwang, S. (2004). Mechanical properties of high strength steel fiber-reinforced concrete. Construction and Building Materials,18(9), 669–673.
Sridhar, R. K., & Prasad, R. (2019). Experimental and numerical study on damage evaluation of hybrid fiber-reinforced concrete. Asian Journal of Civil Engineering,20, 745. https://doi.org/10.1007/s42107-019-00141-1.
Toutanji, H. A. (1999). Properties of polypropylene fiber reinforced silica fume expansive-cement concrete. Construction and Building Materials,13(4), 171–177.
Walraven, J. C. (2009). High performance fiber reinforced concrete: progress in knowledge and design codes. Materials and Structures,42(9), 1247–1260.
Yazici, Ş., İnan, G., & Tabak, V. (2007). Effect of aspect ratio and volume fraction of steel fiber on the mechanical properties of SFRC. Construction and Building Materials,21(6), 1250–1253.
Yurtseven, A. E. (2004). Determination of mechanical properties of hybrid fiber reinforced concrete. Master of Science Degree Thesis. Middle East Technical University.
Acknowledgements
The authors wish to thank Dr R. Rudramoorthy, Principal, PSG College of Technology, Coimbatore for the facilities and support provided in carrying out this research work at Advanced Concrete Research Laboratory.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interest.
Ethical approval
This article does not contain any studies with human participants or animals performed by any of the authors.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Praveenkumar, S., Sankarasubramanian, G. Performance evaluation of high-performance fibre-reinforced concrete composite beam–column joint subjected to quasi-static loading. Asian J Civ Eng 21, 351–365 (2020). https://doi.org/10.1007/s42107-019-00196-0
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s42107-019-00196-0