Abstract
Nowadays high-rise buildings and multi-storey buildings are more common and popular, they require highly strong and efficient structural system. Concrete Filled Steel Tube [CFST] are capable of providing the same. Many innovative ideas are being put forward in the improvement of the CFST section, which resulted in better improvisation of their column behaviors. Diagonal rib stiffened square concrete filled steel tube can increase the confinement, load-carrying capacity and ductility compared with the CFST specimens without stiffeners. By introducing the diagonal rib fitting, the composite effect of the square concrete filled steel can be improved, which is proved from the previously conducted experiments by several researchers on CFST sections. By analyzing the test results from experiments, a cost effective, robust and safe designed cross section is developed. The development of an analytical model for the CFST with diagonal ribs for predicting their axial load carrying capacities was done by finite element analysis method. It helps in predicting the results of combinations made by using various parameters.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Zhou Z, Gan D, Zhou X (2019) Improved composite effect of square concrete-filled steel tubes with diagonal binding ribs. J Struct Eng 145(10):04019112
Kitada T (1998) Ultimate strength and ductility of state-of-the-art concrete-filled steel bridge piers in Japan. Eng Struct 20(4–6):347–354
Yang Y, Wang Y, Fu F (2014) Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load. Thin-Walled Struct 82:132–144
Zhang JG, Liu YJ, Yang J, Xu KL (2011) Experimental research and finite element analysis of concrete-filled steel box columns with longitudinal stiffeners. Adv Mater Res 287:1037–1042
Tao Z, Han LH, Wang ZB (2005) Experimental behaviour of stiffened concrete-filled thin-walled hollow steel structural (HSS) stub columns. J Constr Steel Res 61(7):962–983
Zhou X, Zhou Z, Gan D (2019) Analysis and design of axially loaded square CFST columns with diagonal ribs. J Constr Steel Res, p 105848
Mander JB, Priestley MJN, Park R (1988) Theoretical stress strain model for confined concrete. J Struct Eng 114(8)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2021 Springer Nature Switzerland AG
About this paper
Cite this paper
Ansa, K.P., Keerthi, S. (2021). Analysis of the Concrete Filled Steel Tubes with Diagonal Ribs. In: Dasgupta, K., Sudheesh, T.K., Praseeda, K.I., Unni Kartha, G., Kavitha, P.E., Jawahar Saud, S. (eds) Proceedings of SECON 2020. SECON 2020. Lecture Notes in Civil Engineering, vol 97. Springer, Cham. https://doi.org/10.1007/978-3-030-55115-5_66
Download citation
DOI: https://doi.org/10.1007/978-3-030-55115-5_66
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-55114-8
Online ISBN: 978-3-030-55115-5
eBook Packages: EngineeringEngineering (R0)