Compressive Strength Prediction Using the ANN Method for FRP Confined Rectangular Concrete Columns

[1] Spoelstra, M.R., Monti, G. (1999). “FRP-confined concrete model.” Journal of Compos. Constr., Vol. 3, Issue 143, pp. 143–150. doi: 10.1061/(ASCE)1090-0268.

[2] Chaallal, O., Hassan, M., Shahawy, M. (2003) “Confinement model for axially loaded short rectangular columns strengthened with fiber reinforced polymer wrapping.” Journal of ACI Struct., Vol. 100, Issue 2, pp. 215–221.

[3] Lam, L., Teng, J.G. (2003) “Design-oriented stress-strain model for FRP-confined concrete.” Constr. Build. Mater, Vol. 17, Issue 6–7, pp. 471–489.

[4] Harajli, M.H., Hantouche, E., Soudki, K. (2006) “Stress-strain model for fiber-reinforced polymer jacketed concrete columns.” Journal of ACI Struct., Vol. 103, Issue 5, pp. 672–682.

[5] Wu, Y.F., Wang, L.M. (2009) “Unified strength model for square and circular concrete columns confined by external jacket”. Journal of Struct. Eng., Vol. 135, Issue 3, pp. 253–261. doi: 10.1061/(ASCE)0733-9445.

[6] Cui, C., Sheikh, S.A. (2010) “Analytical model for circular normal and high-strength concrete columns confined with FRP.” Journal of Compos Constr., Vol. 115, pp. 562–572. doi: 10.1061/(ASCE)CC.1943-5614.0000115:562–572.

[7] Lee, C.S., Hegemier, G.A., Phillippi, D.J. (2010) “Analytical model for fiber-reinforced polymer-jacketed square concrete columns in axial compression.” Journal of ACI. Struct, Vol. 107, Issue 2.

[8] Wu, Y.F., Zhou, Y.W., (2010) “Unified strength model based on Hoek-Brown failure criterion for circular and square concrete columns confined by FRP”. Journal of Compos Constr., pp. 175–184. doi: 10.1061/(ASCE)CC.1943-5614 .0000062.

[9] Yazici, V., Hadi, M.N.S. (2012) “Normalized confinement stiffness approach for modeling FRP-confined concrete.” Journal of Compos Constr., pp. 520–528. doi:10.1061/(ASCE)CC.1943-5614.0000283.

[10] Richart, F.E., Brandtzaeg, A., Brown, R.L. (1928) “A study of the failure of concrete under combined compressive stress.” Bulletin 1985, Univ. of Illinois Engineering Experimental Station, Champaign, IL.

[11] Lam, L., Teng, J.G. (2003) “Design-oriented stress-strain model for FRP-confined concrete in rectangular columns”. Journal of Reinf. Plast. Compos, Vol. 22, Issue 13, pp. 1149–1186.

[12] Toutanji, H., Han, M., Gilbert, J., Matthys, S. (2010) “Behavior of large-scale rectangular columns confined with FRP composites.” Journal of Compos Constr., pp. 62–71. doi: 10.1061/(ASCE)CC.1943-5614.0000051.

[13] Wu, Y.F, Wei, Y.Y. (2010) “Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns.” Eng. Struct., Vol. 32, Issue 1, pp. 32–45.

[14] Naderpour, H., & Alavi, S. A. (2017). A proposed model to estimate shear contribution of FRP in strengthened RC beams in terms of Adaptive Neuro-Fuzzy Inference System. Composite Structures, 170, 215-227.

[15] Ilkhani, M., Moradi, E., Lavasani, M. Calculation of Torsion Capacity of the Reinforced Concrete Beams Using Artificial Neural Network. Soft Computing in Civil Engineering, 2017; 1(2): 8-18. doi: 10.22115/scce.2017.48685

[16] Hosseini, G. Capacity Prediction of RC Beams Strengthened with FRP by Artificial Neural Networks Based on Genetic Algorithm. Soft Computing in Civil Engineering, 2017; 1(1): 93-98. doi: 10.22115/scce.2017.48392

[17] Behfarnia, K., & Khademi, F. (2017). A comprehensive study on the concrete compressive strength estimation using artificial neural network and adaptive neuro-fuzzy inference system. Iran University of Science & Technology, 7(1), 71-80.

[18] Khademi, F., & Jamal, S. M. (2016). Predicting the 28 days compressive strength of concrete using artificial neural network. i-Manager's Journal on Civil Engineering, 6(2), 1.

[19] Heidari, H., Tavakoli, D. and Fakharian, P. (2014). “Approximate eigenvalue of plate by artificial neural networks.” Journal of Modeling in Engineering, Vol. 11, Issue 35, pp. 49-62.

[20] Naderpour, H., Fakharian, P., Rafiean, A. H. and Yourtchi, E. (2017). “Estimation of the Shear Strength Capacity of Masonry Walls Improved with Fiber Reinforced Mortars (FRM) Using ANN-GMDH Approach.” Journal of Concrete Structure and Materials, Vol. 1, Issue 2, pp. 47-59.

[21] Naderpour, H., Noormohammadi, E., Fakharian, P. (2017). “Prediction of Punching Shear Capacity of RC Slabs using Support Vector Machine.” Concrete Research, Vol. 10, Issue 2, pp. 95-107.

[22] Naderpour, H., Fakharian, P. (2017). “Predicting the Torsional Strength of Reinforced Concrete Beams Strengthened with FRP Sheets in terms of Artificial Neural Networks.” Journal of Structural and Construction Engineering, Vol. 2017, -. doi: 10.22065/jsce.2017.70668.1023

[23] Hosseini Vaez, S. R., Naderpour, H. and Barati, M. (1396). “The prediction of the flexural strength of NSM-FRP reinforced beams using artificial neural networks.” Structural Engineering and Construction, Vol. 4, Issue 4, pp. 16-28.

[24] Tohidi, S. and Sharifi Y. (2015). “Empirical modeling of distortional buckling strength of half-through bridge girders via stepwise regression method.” Advances in Structural Engineering, Vol. 18, Issue 9, pp. 1383-1397.

[25] Tohidi, S. and Sharifi, Y. (2016). “Neural networks for inelastic distortional buckling capacity assessment of steel I-beams.” Thin-Walled Structures, Vol. 94, Issue 9, pp. 359-371.

[26] Tohidi, S. and Sharifi, Y. (2014). “Inelastic lateral-torsional buckling capacity of corroded web opening steel beams using artificial neural networks.” The IES Journal Part A: Civil & Structural Engineering, Vol. 8, issue 1, pp. 24-40.

[27] Sharifi, Y. and Tohidi, S. (2014). “Lateral-torsional buckling capacity assessment of web opening steel girders by artificial neural networks–elastic investigation.” Frontiers of Structural and Civil Engineering, Vol. 8, issue 2, pp. 167–177.

[28] Sharifi Y, Tohidi S. (2014). “Ultimate capacity assessment of web plate beams with pitting corrosion subjected to patch loading by artificial neural networks.” Advanced Steel Construction, Vol. 10, Issue 3, pp. 325-350.

[29] Tohidi, S. and Sharifi, Y. (2014). “A new predictive model for restrained distortional buckling strength of half-through bridge girders using artificial neural network.” KSCE Journal of Civil Engineering, Vol. 10, Issue 3, pp. 325–350.

[30] Tohidi, S. and Sharifi, Y. (2014). “Load-carrying capacity of locally corroded steel plate girder ends using artificial neural network.” Thin-Walled Structures, Vol. 100, issue 1, pp. 48–61.

[31] Hosseinpour, M. Sharifi, H. and Sharifi Y. (2018). “Stepwise regression modeling for compressive strength assessment of mortar containing metakaolin.” International Journal of Modelling and Simulation, https://doi.org/10.1080/02286203.2017.1422096.

[32] Tohidi, S. and Sharifi, Y. (2015). “Empirical Modeling of Distortional Buckling Strength of Half-Through Bridge Girders via Stepwise Regression Method.” Advances in Structural Engineering, Vol. 18, Issue 9, pp. 1383-1397.

[33] Mirmiran, A., Samaan, M., Shahawy, M. (1998) “Model of concrete confined by fibre composite.” Journal of Struct. Eng., Vol. 124, Issue 9, pp. 1025–1031.

[34] ACI 440. (2002) “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” Detroit, Mich., American Concrete Institute.

[35] Al-Salloum, Y.A. (2007) “Influence of edge sharpness on the strength of square concrete columns confined with FRP composite laminates.” Compos. Part B Eng., Vol. 38, Issue 5, pp. 640–650.

[36] Restrepo, J., deVino, B. (1996) “Enhancement of axial load-capacity of reinforced concrete columns by means of fiberglass–epoxy jackets.” In: Proceedings of the 2nd International Conference on Advanced Composite Materials in Bridges and Structures (ACMBS-II), CSCE, Montreal, Canada, pp. 547–690.

[37] Shehata, I.A.E.M., Carneiro, L.A.V., Shehata, L.C.D. (2002) “Strength of short concrete columns confined with CFRP sheets.” Mater. Struct, Vol. 35, Issue 1, pp. 50–58.

[38] Kumutha, R.,Vaidyanathan, R., Palanichamy, M.S. (2007) “Behaviour of reinforced concrete rectangular columns strengthened using GFRP.” Journal of cement and concrete composites, Vol. 29, Issue 8, pp. 609–615.

[39] Rochette, P., Labossiére, P. (2000) “Axial testing of rectangular column models confined with composites.” Journal of Compos. Constr, Vol. 3, Issue 129, pp. 129–136. doi:10.1061/(ASCE)1090-0268(2000)4.

[40] Harajli, M.H., Hantouche, E., Soudki, K. (2006) “Stress-strain model for fiber-reinforced polymer jacketed concrete columns.” Journal of ACI Struct. Vol. 103, Issue 5, pp. 672–682.

[41] Rousakis, T.C., Karabinis, A.I., Kiousis, P.D. (2007) “FRP-confined concrete members: Axial compression experiments and plasticity modelling.” Eng. Struct, Vol. 29, Issue 7, pp. 1343–1353.

[42] Masia, M.J., Gale, T.N., Shrive, N.G. (2004) “Size effects in axially loaded square-section concrete prisms strengthened using carbon fibre reinforced polymer wrapping. Can. J. Civ. Eng., Vol. 31, Issue 1, pp. 1–13.

[43] Wang, L.M., Wu, Y.F. (2008) “Effect of corner radius on the performance of CFRP-confined square concrete columns: Test.” Journal of Eng. Struct., Vol. 30, Issue 2, pp. 493–505.

[44] Wu, Y.F., Wei, Y.Y. (2010) “Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns.” Journal of Eng. Struct., Vol. 32, Issue 1, pp. 32–45.

[45] Wang, Z.Y., Wang, D.Y., Smith, S.T., Lu, D.G. (2012) “CFRP confined square RC columns. I: Experimental investigation.” Journal of Compos. Constr., pp. 150–160. doi:10.1061/(ASCE)CC.1943-5614.0000245:150–160.

[46] Ilki, A., Kumbasar, N. (2003) “Compressive behaviour of carbon fibre composite jacketed concrete with circular and non-circular cross-sections.” Journal of Earthq. Eng., Vol. 7, Issue 3, pp. 381–406.

[47] Tao, Z., Yu, Q., Zhong, Y.Z. (2008) “Compressive behaviour of CFRP-confined rectangular concrete columns Mag.” Concrete Res., Vol. 60, Issue 10, pp. 735–745.

[48] Cybenko, J. (1989) “Approximations by super positions of a sigmoidal function.” Math Control Signal Syst, pp. 303–314.

[49] Marquardt, D. (1963) “An algorithm for least squares estimation of non-linear parameters.” Journal of Soc. Ind. Appl. Math, Vol. 11, pp. 431–441.

[50] Hagan, M.T., Menhaj, M.B. (1994) “Training feed forward networks with the Marquardt algorithm.” IEEE Transactions on Neural Networks, Vol. 5, Issue 6, pp. 861-867.

[51] Hristev, R.M. (1998) “The ANN book.” GNU public license.

[52] Gandomi, A.H, Tabatabaei, S.M., Moradian, M.H, Radfar, A., Alavi, A.H. (2011) “A New Prediction Model for the Load Capacity of Castellated Steel Beams.” Journal of Constructional Steel Research, Vol. 67, pp. 1096–1105.

[53] Frank, I.E., Todeschini, R. (1994) “the data analysis handbook.” Amsterdam: Elsevier.

[54] Gandomi, A.H., Mohammadzadeh S., Juan Luis Pérez-Ordó˜nezc, Alavi, A.H. (2014) “Linear genetic programming for shear strength prediction of reinforced concrete beams without stirrups.” Applied Soft Computing, Vol. 19, pp. 112–120.

[55] Alavi, A.H., Ameri M., Gandomi, A.H., Mirzahosseini, M.R. (2011) “Formulation of flow number of asphalt mixes using a hybrid computational method.” Constr. Build. Mater. Vol. 25, pp. 1338–1355.

[56] Garson, G.D. (1991) “Interpreting neural-network connection weights.” AI Expert, Vol. 6, pp. 47–51.