Service life prediction of fly ash concrete using an artificial neural network
Yasmina KELLOUCHE, Mohamed GHRICI, Bakhta BOUKHATEM
Service life prediction of fly ash concrete using an artificial neural network
Carbonation is one of the most aggressive phenomena affecting reinforced concrete structures and causing their degradation over time. Once reinforcement is altered by carbonation, the structure will no longer fulfill service requirements. For this purpose, the present work estimates the lifetime of fly ash concrete by developing a carbonation depth prediction model that uses an artificial neural network technique. A collection of 300 data points was made from experimental results available in the published literature. Backpropagation training of a three-layer perceptron was selected for the calculation of weights and biases of the network to reach the desired performance. Six parameters affecting carbonation were used as input neurons: binder content, fly ash substitution rate, water/binder ratio, CO2 concentration, relative humidity, and concrete age. Moreover, experimental validation carried out for the developed model shows that the artificial neural network has strong potential as a feasible tool to accurately predict the carbonation depth of fly ash concrete. Finally, a mathematical formula is proposed that can be used to successfully estimate the service life of fly ash concrete.
concrete / fly ash / carbonation / neural networks / experimental validation / service life
[1] |
Dhir R K, Hewlett P C, Chan Y N. Near surface characteristics of concrete: Prediction of carbonation resistance. Magazine of Concrete Research, 1989, 41(148): 137–143
CrossRef
Google scholar
|
[2] |
Tuutti K. Corrosion of Steel in Concrete. Stockholm: Swedish Cement and Concrete Research Institute, 1982
|
[3] |
Elhassane J. Reliability assessment of the impact of climatic factors on the corrosion of reinforced concrete beams Application to the Lebanese case. Dissertation for the Doctoral Degree. Clermont Ferrand: Blaise Pascal–Clermont II University, 2010 (in French)
|
[4] |
Papadakis V, Fardis M, Vayenas C. Hydration and carbonation of pozzalanic cements. ACI Materials Journal, 1992, 89(2): 119–130
|
[5] |
Baroghel-Bouny V. Design of concrete for a given service life of structures—Control of durability with regard to the corrosion of reinforcements and alkali-reaction—State of the art and guide for the implementation of an approach performance based on sustainability indicators. Paris: French Association of Civil Engineering, 2004 (in French)
|
[6] |
Fagerlund G. Service life of structures. In: Proceedings of Symposium of Quality Control of Concrete Structures. Stockholm: Swedish C & CRI, 1979, 3: 199–215
|
[7] |
Niu D T, Chen Y Q, Yu S. Model and reliability analysis for carbonation of concrete structures. Journal of Xi’an University of Architecture and Technology, 1995, 27(4): 365–369
|
[8] |
Liang M T, Wang K L, Liang C H. Service life prediction of reinforced concrete structures. Cement and Concrete Research, 1999, 29(9): 1411–1418
CrossRef
Google scholar
|
[9] |
Cho H C, Lee D H, Ju H, Kim K S, Kim K H, Monteiro P J M. Remaining service life estimation of reinforced concrete buildings based on fuzzy approach. Computers and Concrete, 2015, 15(6): 879–902
CrossRef
Google scholar
|
[10] |
Schubert P. Carbonation behavior of mortars and concrete made with fly ash. ACI Special Publications, 1987, SP-100: 1945–1962
|
[11] |
Park G K. Durability and carbonation of concrete. Magazine of Korean Concrete Institute, 1995, 7: 74–81
|
[12] |
Mindess S, Young J F, Darwin D. 2nd ed. Concrete. New Jersey: Prentice Hall, 2002
|
[13] |
Burden D. The durability of concrete containing high levels of fly ash. Dissertation for the Doctoral Degree. Fredericton: New Brunswick University, 2006
|
[14] |
Younsi A. Carbonation of concretes with high rates of substitution of cement by mineral additions. Dissertation for the Doctoral Degree. La Rochelle: La Rochelle University, 2011 (in French)
|
[15] |
Chaussadent T. State of play and reflection on the carbonation of reinforced concrete. Studies and Research of Bridges and Roads Laboratories. Paris: Central Laboratory of Roads and Bridges, 1999 (in French)
|
[16] |
Borges P H R, Costa J O, Milestone N B, Lynsdale C J, Streatfield R E. Carbonation of CH and C-S-H in composite cement pastes containing high amounts of BFS. Cement and Concrete Research, 2010, 40(2): 284–292
CrossRef
Google scholar
|
[17] |
Bier T A. Influence of the type of cement and curing on carbonation progress and pore structure of hydrated cement pastes. In: Materials Research Society Symposium Proceedings. USA: Cambridge University Press, 1986, 85–123
|
[18] |
Metha P K, Monteiro P J M. Concrete, Microstructure, Properties and Materials. New York: McGraw-Hill, 2006
|
[19] |
Atiş C D. Accelerated carbonation and testing of concrete made with fly ash. Construction & Building Materials, 2003, 17(3): 147–152
CrossRef
Google scholar
|
[20] |
Ogha H, Nagataki S. Prediction of carbonation depth of concrete with fly ash. In: 3rd International Conference on Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete. Trodheim: American Concrete Institute, ACI SP-114, 1989, 275–294
|
[21] |
Marques P F, Chastre C, Nunes Â. Carbonation service life modelling of RC structures for concrete with Portland and blended cements. Cement and Concrete Composites, 2013, 37: 171–184
CrossRef
Google scholar
|
[22] |
Thomas M D A, Matthews J D. Carbonation of fly ash concrete. Magazine of Concrete Research, 1992, 44(160): 217–228
CrossRef
Google scholar
|
[23] |
Khunthongkeaw J, Tangtermsirikul S, Leelawat T. A study on carbonation depth prediction for fly ash concrete. Construction & Building Materials, 2006, 20(9): 744–753
CrossRef
Google scholar
|
[24] |
Anitescu C, Atroshchenko E, Alajlan N, Rabczuk T. Artificial neural network methods for the solution of second order boundary value problems. Computer Materials Continua, 2019, 59(1): 345–359
CrossRef
Google scholar
|
[25] |
Guo H, Zhuang X, Rabczuk T. A deep collocation method for the bending analysis of kirchhoff plate. Computer, Materials and Continua, 2019, 59(2): 433–456
CrossRef
Google scholar
|
[26] |
Yan L, Zhao S, Yi C. The forecast of carbonation depth of concrete based on RBF neural network. In: Second International Symposium of Intelligent Information Technology Application IITA’08. Shanghai: IEEE, 2008, 3: 544–548
|
[27] |
Lu C, Liu R. Predicting carbonation depth of prestressed concrete under different stress states using artificial neural network. Advances in Artificial Neural Systems, 2009, 5: 1–8
CrossRef
Google scholar
|
[28] |
Narui B, Guoli Y, Hui Z. Prediction of concrete carbonization depth based on DE-BP neural network. In: Third international symposium on intelligent information technology application. Nanchang: IEEE, 2009, 240–243
|
[29] |
Luo D, Niu D, Dong Z. Application of neural network for concrete carbonation depth prediction. In: Proceedings of 4th International Durability Conference of Concrete Structures. West Lafayette: Purdue University, 2014
|
[30] |
Taffese W Z, Sistonen E, Puttonen J. CaPrM: Carbonation prediction model for reinforced concrete using machine learning methods. Construction & Building Materials, 2015, 100: 70–82
CrossRef
Google scholar
|
[31] |
Kellouche Y, Boukhatem B, Ghrici M, Tagnit Hamou A. Exploring the major factors affecting fly-ash concrete carbonation using artificial neural network. Neural Computing & Applications, 2019, 31(S2): 969–988
CrossRef
Google scholar
|
[32] |
Felix E F, Possan E, Carrazedo R. Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth. Journal of Building Pathology and Rehabilitation, 2019, 4(1): 1–13
CrossRef
Google scholar
|
[33] |
Akpinar P, Uwanuakwa I D. Investigation of the parameters influencing progress of concrete carbonation depth by using artificial neural networks. Materiales de Construcción, 2020, 70(337): 209
CrossRef
Google scholar
|
[34] |
Benítez P, Rodrigues F, Talukdar S, Gavilán S, Varum H, Spacone E. Analysis of correlation between real degradation data and a carbonation model for concrete structures. Cement and Concrete Composites, 2019, 95: 247–259
CrossRef
Google scholar
|
[35] |
Hecht-Nielsen R. Theory of the backpropagation neural network. In: Neural network for Perception: Computation, Learning, Architectures. ACM, 1992, 2, 65–93
|
[36] |
Geoffrey H. Training and Neural Networks. Paris, 1992, 181: 124–132 (in French)
|
[37] |
Sulapha P, Wong S F, Wee T H, Swaddiwudhipong S. Carbonation of concrete containing mineral admixtures. Journal of Materials in Civil Engineering, 2003, 15(2): 134–143
CrossRef
Google scholar
|
[38] |
Sisomphon K, Franke L. Carbonation rates of concretes containing high volume of pozzolanic Materials. Cement and Concrete Research, 2007, 37(12): 1647–1653
CrossRef
Google scholar
|
[39] |
Lammertijn S, de Belie N. Porosity, gas permeability, carbonation and their interaction in high-volume fly ash concrete. Magazine of Concrete Research, 2008, 60(7): 535–545
CrossRef
Google scholar
|
[40] |
Jiang L, Liu Z, Ye Y. Durability of concrete incorporating large volumes of low-quality fly ash. Cement and Concrete Research, 2004, 34(8): 1467–1469
CrossRef
Google scholar
|
[41] |
Rozière E, Loukili A, Cussigh F. A performance-based approach for durability of concrete exposed to carbonation. Construction & Building Materials, 2009, 23(1): 190–199
CrossRef
Google scholar
|
[42] |
Xu H, Chen Z Q, Li S B, Huang W, Ma D. Carbonation test study on low calcium fly ash concrete. Applied Mechanics and Materials, 2010, 34-35(35): 327–331
CrossRef
Google scholar
|
[43] |
Das B, Pandey S P. Influence of fineness of fly ash on the carbonation and electrical conductivity of concrete. Journal of Materials in Civil Engineering, 2011, 23(9): 1365–1368
CrossRef
Google scholar
|
[44] |
Zhang P, Li Q. Effect of fly ash on durability of high-performance concrete composites. Research Journal of Applied Sciences, Engineering and Technology, 2013, 6(1): 7–12
CrossRef
Google scholar
|
[45] |
van den Heede P, de Belie N. Service life based global warming potential for high-volume fly ash concrete exposed to carbonation. Construction & Building Materials, 2014, 55: 183–193
CrossRef
Google scholar
|
[46] |
Hamdia K M, Zhuang X, Rabczuk T. An efficient optimization approach for designing machine learning models based on genetic algorithm. Neural Computing & Applications, 2021, 33(6): 1923–1933
CrossRef
Google scholar
|
[47] |
Quan H Z, Kasami H. Experimental study on durability improvement of fly ash concrete with durability improving admixture. The Scientific World Journal, 2014, 1–11
|
[48] |
Gao Y, Cheng L, Gao Z, Guo S. Effects of different mineral admixtures on carbonation resistance of lightweight aggregate concrete. Construction & Building Materials, 2013, 43: 506–510
CrossRef
Google scholar
|
[49] |
Huang C H, Geng G L, Lu Y S, Bao G, Lin Z R. Carbonation depth research of concrete with low-volume fly ash. Applied Mechanics and Materials, 2012, 155-156: 984–988
CrossRef
Google scholar
|
[50] |
Chen S, Sun W, Zhang Y, Guo F. Carbonation depth prediction of fly ash concrete subjected to 2- and 3-dimensional CO2 attack. Frontiers of Architecture and Civil Engineering in China, 2008, 2(4): 395–400
CrossRef
Google scholar
|
[51] |
Papadakis V. Effect of supplementary cementing materials on concrete resistance against carbonation and chloride ingress. Cement and Concrete Research, 2000, 30(2): 291–299
CrossRef
Google scholar
|
[52] |
Khunthongkeaw J, Tangtermsirikul S. Model for simulating carbonation of fly ash concrete. Journal of Materials in Civil Engineering, 2005, 17(5): 570–578
CrossRef
Google scholar
|
[53] |
Shi H S, Xu B W, Zhou X C. Influence of mineral admixtures on compressive strength, gas permeability and carbonation of high-performance concrete. Construction & Building Materials, 2009, 23(5): 1980–1985
CrossRef
Google scholar
|
[54] |
Saetta A V, Schrefler B A, Vitaliani R V. The carbonation of concrete and the mechanism of moisture heat and carbon dioxide flow through porous materials. Cement and Concrete Research, 1993, 23(4): 761–772
CrossRef
Google scholar
|
[55] |
Saetta A V, Schrefler B A, Vitaliani R V. Schrefler B A, Vitaliani R V. 2-D Model for carbonation and moisture–heat flow in porous materials. Cement and Concrete Research, 1995, 25(8): 1703–1712
CrossRef
Google scholar
|
[56] |
Saetta A V, Vitaliani R V. Experimental investigation and numerical modeling of carbonation process in reinforced concrete structures. Cement and Concrete Research, 2005, 35(5): 958–967
CrossRef
Google scholar
|
[57] |
Kellouche Y. Prediction of the service-life of concrete structures based on cement additives. Dissertation for the Doctoral Degree. Chlef: University of Hassiba Benbouali, 2018 (in French)
|
[58] |
Sabet B, Jong H C. Effect of preconditioning of concrete under accelerated test. In: Proceedings of the 31st Conference on Our World in Concrete and Structures. Singapore: CI Premier Pte Ltd, 2006
|
[59] |
Czarnecki L, Woyciechowski P. Modelling of concrete carbonation: Is it a process unlimited in time and restricted in space? Bulletin of Polish Academy of Sciences, Technical Sciences, 2015, 63(1): 1–12
CrossRef
Google scholar
|
/
〈 | 〉 |