Abstract
The compressive strength of concrete confined with spiral stirrups was an important parameter to evaluate the load-bearing capacity of concrete columns. The confinement provided by spiral stirrups let concrete under the triaxial compression state and improved the compressive strength of concrete. However, the relationships between concrete and stirrups were complex and the existing prediction models for evaluating the compressive strength of confined concrete were various. In this paper, an adaptive neural-fuzzy inference system (ANFIS) model was developed to evaluate the compressive strength of concrete confined with stirrups. A set of 231 experimental results of concrete confined with spiral stirrups were collected from the previous studies to establish a reliable database. The investigated parameters included the aspect ratio of specimens, the diameter, spacing, yield strength, and volumetric ratio of stirrups, the ratio of longitudinal reinforcement, and the compressive strength of concrete. The results showed that the ANFIS model predicted the compressive strength of confined concrete accurately. By comparing with existing models, the proposed ANFIS model had high applicable and reliability. The effects of the investigated parameters on the compressive strength of concrete were analyzed based on the proposed ANFIS model.
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References
Akbarpour H, Akbarpour M (2017) Prediction of punching shear strength of two-way slabs using artificial neural network and adaptive neuro-fuzzy inference system. Neural Comput Appl 28:3273–3284
Antonius A (2014) Performance of high-strength concrete columns confined by the medium strength of spirals and hoops. Asian J Civil Eng 15(2):245–258
Assa B, Nishiyama M, Watanabe F (2001) New Approach for modeling confined concrete I: circular columns. J Struct Eng ASCE 127(7):743–750
Bilgehan M (2011) A comparative study for the concrete compressive strength estimation using neural network and neuro-fuzzy modelling approaches. Nondestruct Test Eval 26(01):35–55
Bing L (1993) Strength and ductility of reinforced concrete members and frames constructed using high strength concrete. Civil Engineering at the University of Canterbury, Christchurch, New Zealand
Bing L, Park H (2001) Stress-strain behavior of high-strength concrete confined by normal-strength transverse reinforcements. ACI Struct J 98(3):395–406
Cusson D, Paultre P (1994) High-strength concrete columns confined by rectangular ties. J Struct Eng 120(3):783–804
Cusson D, Larrard FD, Boulay C, Paultre P (1998) Strain localization in confined high-strength concrete columns. J Struct Eng ASCE 124(9):1055–1061
Deng ZC, Yao JS (2020) Axial compression behavior of ultra-high performance concrete columns confined by high-strength stirrups. Acta Materiae Compositae Sinica 10:2590–2601
Jiang JSR (1993) ANFIS: adaptive-network-based fuzzy inference system. IEEE Transactions Syst Man Cybem 23(3):665–685
Khademi F, Jamal SM, Deshpande N, Londhe S (2016) Prediction of strength of recycled aggregate concrete using artificial neural network, adaptive neuro-fuzzy inference system and multiple linear regression. Int J Sustain Built Environ 5:355–369
Légeron F, Paultre P (2003) Uniaxial confinement model for normal- and high-strength concrete columns. J Struct Eng 129(2):241–252
Li YZ, Cao SY, Liang H (2018) Axial compressive behavior of concrete columns with grade 600 MPa reinforcing bars. Eng Struct 172(1):497–507
Mander JB, Priestley MJN, Park R (1988a) Observed stress-strain behavior of confined concrete. J Struct Eng 114(8):1827–1849
Mander JB, Priestley MJN, Park R (1988b) Theoretical stress-strain model for confined concrete. J Struct Eng 114(8):1804–1826
Marvel L, Doty N, Lindquist W (2014) Axial behavior of high-strength concrete confined with multiple spirals. Eng Struct 60(2):68–80
Montgomery DL (1996) Behavior of spirally reinforced high strength concrete columns under axial loading, Doctoral and Master thesis, National Library of Canada
Nemecek J, Padevet P, Patzák B (2005) Effect of transversal reinforcement in normal and high strength concrete columns. Mater Struct 38(7):665–671
Razvi SR (1995) Confinement of normal and high-strength concrete columns. Univ, Ott, Can
Richart FE, Brandtzæg A, Brown RL (1928) A study of the failure of concrete under combined compressive stresses Uni illinois Eng exp st bull 1928, 185
Richart FE, Brandtzæg A, Brown RL (1929) Failure of plain and spirally reinforced concrete in compression Bull University of Illiois Engrg experiment Station, 1929, 26
Saatcioglu M, Razvi SR (1992) Strength and ductility of confined concrete. J Struct Eng 118(6):1590–1607
Saatcioglu M, Razvi SR (1998) High-strength concrete columns with square sections under concentric compression. J Struct Eng 124(12):1438–1447
Sakai J, Kawashima K, Une H, Yoneda K (2000) Effect of tie spacing on the stress-strain relation of confined concrete. J Struct Eng ASCE 46(3):757–766
Sakai J (2001) Effect of lateral confinement of concrete and varying the axial load on seismic response of bridges, Doctor of Engineering Dissertation, Department of Civil Engineering, Tokyo Institute of Technology, Tokyo
Sharma UK, Bhagava P, Kaushik SK (2005) Behavior of confined high strength concrete columns under axial compression. J Adv Concr Technol 3(2):267–281
Sheikh SA, Toklucu MT (1993) Reinforced concrete columns confined by circular spirals and hoops. ACI Struct J 90(5):542–553
Silva PD (2000) Effect of concrete strength on axial load response of circular columns. McGill University, Canada
TokIucu MT (1992) Behavior of reinforced concrete columns confined with circular spirals and hoops, University of Toronto
Vakhshouri B, Nejadi S (2018) Prediction of compressive strength of self-compacting concrete by ANFIS models. Neurocomputing 280(6):13–22
Wang G (2014) Factors of binding effect on high-strength stirrup confined concrete under axial compression. Earthq Resistant Eng Retrofit 36(2):119–123
Wang Y, Zhang Z, Zheng WZ, Zhu AP, Zhao J (2013) Mechanical behavior of concrete columns confined by steel bar for prestressed concrete spiral hoops. J Harbin Institute Tech 45(4):6–13
Wang W, Zhang M, Tang T (2017) Behaviour of high-strength concrete columns confined by spiral reinforcement under uniaxial compression. Constr Build Mater 154:496–503
Wei Y, Wu YF (2014a) Compression behavior of concrete columns confined by high strength steel wire. Constr Build Mater 54(15):443–453
Wei Y, Wu YF (2014b) Compression behavior of concrete columns confined by high strength steel wire. Constr Build Mater 54(11):443–453
Yalpir S, Ozkan G (2018) Knowledge-based FIS and ANFIS models development and comparison for residential real estate valuation. Int J Strateg Prop Manag 22(2):110–118
Yang X, Zohrevand P, Mirmiran A (2016) Behavior of ultrahigh-performance concrete confined by steel. J Mater Civ Eng 28(10):04016113
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This research was funded by National Science Foundation of China, Grant Number 51678190.
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Appendix
Appendix
A database consisting of 231 experimental results of concrete confined with spiral stirrups collected from the previous studies was established.
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Chang, W., Zheng, W. Compressive strength evaluation of concrete confined with spiral stirrups by using adaptive neuro-fuzzy inference system (ANFIS). Soft Comput 26, 11873–11889 (2022). https://doi.org/10.1007/s00500-022-07001-2
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DOI: https://doi.org/10.1007/s00500-022-07001-2