Application of artificial neural networks (ANNs) and linear regressions (LR) to predict the deflection of concrete deep beams

Computers and Concrete

Volumn 11, Issue 3, 2013, Pages 237-252

  Mohammadhassani, Mohammad ^a   Nezamabadi Pour, Hossein ^b   Jumaat, Mohd Zamin ^a   Jameel, Mohammed ^a   Arumugam, Arul M S ^a  

^a UNIVERSITY OF MALAYA   (Malaysia)

^b SHAHID BAHONAR UNIVERSITY OF KERMAN   (Iran)

Author keywords

Artificial neural network; Deep beams; Deflection; High strength self compacting concrete; Linear regression

Indexed keywords

BACKPROPAGATION; CONCRETES; DEEP NEURAL NETWORKS; DEFLECTION (STRUCTURES); LINEAR REGRESSION; NETWORK ARCHITECTURE; NEURAL NETWORKS; REGRESSION ANALYSIS;

CONCRETE DEEP BEAMS; DEEP BEAM; FEED-FORWARD BACK-PROPAGATION NEURAL NETWORKS; HIGH STRENGTH; HIGHLY ACCURATE; INPUT PARAMETER; LOAD DEFLECTION; TRAINING FUNCTION;

SELF COMPACTING CONCRETE;

EID: 84875829288     PISSN: 15988198     EISSN: None     Source Type: Journal    
DOI: 10.12989/cac.2013.11.3.237     Document Type: Article

References (40)

1. Adeli, H. (2001), "Neural networks in civil engineering", Comput. Aided Civil Infrastruct Eng., 16(1), 26-42.
2. Ashour, A. and Yang, K.H. (2008), "Application of plasticity theory to reinforced concrete deep beams: a review", Mag. Concrete Res., 60(9), 9657-9664.
3. Ashrafi, H.R., Jalal, M. and Garmsiri, K. (2010), "Prediction of load-displacement curve of concrete reinforced by composite fibers (steel and polymeric) using artificial neural network", Expert Syst. Appl., 37(12), 7663-7668.
4. Atici, U. (2011), "Prediction of the strength of mineral admixture concrete using multivariable regression analysis and an artificial neural network", Expert Syst. Appl., 38(8), 9609-9618.
5. Bilgehan, M. and Turgut, P. (2010a), "Artificial neural network approach to predict compressive strength of concrete through ultrasonic pulse velocity", Res. Nondestruct. Eval., 21(1), 1-17.
6. Bilgehan, M and Turgut, P. (2010b), "The use of neural networks in concrete compressive strength estimation", Comput. Concrete., 7(3), 271-283.
7. British Standard Institution (1985), "Structural use of concrete", (BS 8110: Part 1. Code of Practice for Design and Construction), BSI, London.
8. Chandak, R., Upadhyay, A. and Bhargava, P. (2008), "Shear lag prediction in symmetrical laminated composite box beams using artificial neural network", Struct. Eng. Mech., 29(1), 77-89. (Pubitemid 351561525)
9. Chemrouk, M. and Kong, F.K. (2004), "High strength concrete continuous deep beams-with web reinforcement and shear-span variations", Adv. Struct. Eng., 7, 3229-3243.
10. CIRIA Guide 2. (1977), "The design of deep beams in reinforced concrete", London: Over Arup and Partners, and Construction Industry Research and Information Association, 131.
11. Danielson, K.T., Adley, M.D. and O'Daniel, J.L. (2010), "Numerical procedures for extreme impulsive loading on high strength concrete structures", Comput. Concrete, 7(2), 159-167.
12. Davis, L. (1991), "Hand book of genetic algorithms", (New York: Van Nostrand Reinhold
13. Eurocode 2. (1992), "Design of concrete structure, Part 1, general rules and regulations for building", London: British standards institution.
14. Flood, I. and Kartam, N. (1994), "Neural networks in civil engineering, principle and understanding", ASCE J. Comput. Civil Eng., 8(2), 131-148.
15. Kang, H.T., Teng, S., Kong, F.K. and Lu, H.Y. (1997), "Main tension steel in high strength concrete deep and short beams", Struct. J., 94(6), 752-768. (Pubitemid 127537296)
16. Lam, J.Y.K., Ho, J.C.M. and Kwan, A.K.H. (2009), "Maximum axial load level and minimum confinement for limited ductility design of high strength concrete columns", Comput. Concrete, 6(5), 357-376.
17. Lee, H.S., Ko, D.W. and Sun, S.M. (2011), "Behavior of continuous RC deep girders that support walls with long end shear spans", Struct. Eng. Mech., 38(4), 385-403.
18. Londhe, R.S. (2011), "Shear strength analysis and prediction of reinforced concrete transfer beams in highrise buildings", Struct. Eng. Mech., 37(1), 39-59.
19. Lu, W.Y., Hwang, S.J. and Lin, I.J. (2010), "Deflection prediction for reinforced concrete deep beams", Comput. Concrete, 7(1), 1-16.
20. Mohammadhassani, M., Jumaat, M.Z., Jameel, M. and Ashour, A. (2011a), "An experimental investigation of the stress-strain distribution and modulus of rupture in high strength concrete deep beams", Eng. Fail. Anal., 18, 2272-2281.
21. Mohammadhassani, M., Jumaat, M.Z., Chemrouk, M., Maghsoudi, A.A., Jameel, M. and Akib, S. (2011b), "An experimental investigation on bending stiffness and neutral axis depth variation of over-reinforced high strength concrete beams", Nucl. Eng. Des., 241(6), 2060-2067.
22. Mohammadhassani, M., Jumaat, M.Z. and Jameel, M. (2012a), "Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams", Constr. Build. Mater., 30, 265-273.
23. Mohammadhassani, M., Jumaat, M.Z., Jameel, M. and Arumugam Arul, M.S. (2012b), "Ductility and performance assessment of high strength self compacting concrete (HSSCC) deep beams: An experimental investigation", 10.1016/j.nucengdes.2012.05.005.
24. Mohebbi, A., Shekarchi, M., Mahoutian, M. and Mohebbi, S.(2011), "Modelling the effects of additives on rheological properties of fresh self-consolidating cement paste using artificial neural network", Comput. Concrete, 8(3), 279-292.
25. Parichatprecha, R. and Nimityongskul, P. (2009), "An integrated approach for optimum design of HPC mix proportion using genetic algorithm and artificial neural networks", Comput. Concrete, 6(3), 253-268.
26. Pendharkar, U., Chaudhary, S. and Nagpal, A.K. (2010), "Neural networks for inelastic mid-span deflections in continuous composite", Struct. Eng. Mech., 36(2), 165-179.
27. Pendharkar, U., Chaudhary, S. and Nagpal, A.K. (2011), "Prediction of moments in composite frames considering cracking and time effects using neural network models", Struct. Eng. Mech., 39(2), 267-285.
28. Perera, R., Barchín, M., Arteaga, A.D. and Diego, A. (2010), "Prediction of the ultimate strength of reinforced concrete beams FRP-strengthened in shear using neural networks", Compos. Part B., 41(4), 287-298.
29. Perera, R. and Vique, J. (2009), "Strut-and-tie modelling of reinforced concrete beams using genetic algorithms optimization", Constr. Build. Mater., 23(8), 2914-2925.
30. Pimentel, M., Cachim, P. and Figueiras, J. (2008), "DEEP-BEAMs with indirect supports: numerical modelling and experimental assessment", Comput. Concrete, 5(2), 117-134. (Pubitemid 351479119)
31. Rafat, S., Paratibha, A. and Yogesh, A. (2011), "Prediction of compressive strength of self-compacting concrete containing bottom ash using artificial neural networks", doi:10.1016/j.advengsoft.05.016
32. Rajasekharan, S. and Vijayalakshmi, P.G.A. (2003), "Neural networks, fuzzy logic and genetic algorithms", (New Delhi: Prentice Hall)
33. Ray, S.P. (1980), "Behaviour and ultimate shear strength of reinforced concrete deep beams with and without opening in web", PhD thesis, Indian Institute of Technology, Kharagpur, India.
34. Rigoti, M. (2002), "Diagonal cracking in reinforced concrete deep beam-An experimental investigation, PhD Thesis", Concordia University, Montreal, Quebec, Canada .
35. Sanad, A. and Saka, M.P. (2001), "Prediction of ultimate strength of reinforced concrete deep beams by neural networks", ASCE J. Struct. Eng., 127(7), 818-828. (Pubitemid 32583227)
36. Saridakis, K.M., Chasalevris, A.C., Papadopoulos, C.A. and Dentsoras, A.J. (2008), "Applying neural networks, genetic algorithms and fuzzy logic for the identification of cracks in shafts by using coupled response measurements", Comput. Struct., 86(11-12),1318-1338. (Pubitemid 351626120)
37. Schlaich, J. and Schäfer, K. (1991), "Design and detailing of structural concrete using strut-and-tie models", Struct. Eng., 69(6), 113-125.
38. Sonmez, M. and Aydin Komur, M. (2010), "Using FEM and artificial networks to predict on elastic buckling load of perforated rectangular plates under linearly varying in-plane normal load", Struct. Eng. Mech., 34(2), 159-174.
39. Yang, K.H., Chung, H.S. and Ashour, A.F. (2007), "Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams", Mag. Concrete Res., 59(8), 8575-8586.
40. Yun, Y.M. (2005), "Strut-tie model evaluation of behavior and strength of pre-tensioned concrete deep beams", Comput. Concrete, 2(4), 267-291.