Simplified modeling of rubberized concrete properties using multivariable regression analysis
DOI:
https://doi.org/10.3989/mc.2022.13621Keywords:
Rubberized concrete, Structural material, Mechanical properties, Numerical correlationsAbstract
The studies on rubberized concrete have increased dramatically over the last few years due to being an environmentally friendly material with enhanced vibration behavior and energy dissipation capabilities. Nevertheless, multiple resources in the literature have reported reductions in its mechanical properties directly proportional to the rubber content. Over the last few years, various mathematical models have been proposed to estimate rubberized concrete properties using artificial intelligence, machine learning, and fuzzy logic-based methods. However, these models are relatively complicated and require higher computation efforts than multivariable regression ones when it comes to the daily usage of practicing engineers. Additionally, most of the study has mainly focused on the compressive strength of rubberized concrete and rarely went into more details considering other properties and sample sizes. Therefore, this study focuses on developing simple yet accurate rubberized concrete multivariable regression models that can be generalized for various mixtures of rubberized concrete considering different sample sizes.
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Yung, W.H.; Yung, L.C.; Hua, L.H. (2013) A study of the durability properties of waste tire rubber applied to self-compacting concrete. Constr. Build. Mater. 41, 665-672. https://doi.org/10.1016/j.conbuildmat.2012.11.019
Pelisser, F.; Zavarise, N.; Longo, T.A.; Bernardin, A.M. (2011) Concrete made with recycled tire rubber: Effect of alkaline activation and silica fume addition. J. Clean. Prod. 19, 757-763. https://doi.org/10.1016/j.jclepro.2010.11.014
Hassanli, R.; Youssf, O.; Mills, J.E. (2017) Experimental investigations of reinforced rubberized concrete structural members. J. Build. Eng. 10, 149-165. https://doi.org/10.1016/j.jobe.2017.03.006
Najim, K.B.; Hall, M.R. (2010) A review of the fresh/hardened properties and applications for plain- (PRC) and self-compacting rubberised concrete (SCRC). Constr. Build. Mater. 24, 2043-2051. https://doi.org/10.1016/j.conbuildmat.2010.04.056
Li, D.; Mills, J.; Benn, T.; Ma, X.; Gravina, R.; Zhuge, Y. (2016) Review of the performance of high-strength rubberized concrete and its potential structural applications. Adv. Civ. Eng. Mater. 5, 20150026. https://doi.org/10.1520/ACEM20150026
Thomas, B.S.; Gupta, R.C. (2016) A comprehensive review on the applications of waste tire rubber in cement concrete. Renew. Sust. Energ. Rev. 54, 1323-1333. https://doi.org/10.1016/j.rser.2015.10.092
Alam, I.; Mahmood, A.; Khattak, N. (2015) Use of rubber as aggregate in concrete: a review. Int. J. Adv. Struct. Geotech. Eng. 4, 2319-5347.
Xue, J.; Shinozuka, M. (2013) Rubberized concrete: A green structural material with enhanced energy-dissipation capability. Constr. Build. Mater. 42, 196-204. https://doi.org/10.1016/j.conbuildmat.2013.01.005
Skripkiūnas, G.; Grinys, A.; Miškinis, K. (2009) Damping properties of concrete with rubber waste additives. Mater. Sci. 15, 266-272.
Habib, A.; Yildirim, U.; Eren, O. (2020) Mechanical and dynamic properties of high strength concrete with well graded coarse and fine tire rubber. Constr. Build. Mater. 246, 118502. https://doi.org/10.1016/j.conbuildmat.2020.118502
Bisht, K.; Ramana, P.V. (2017) Evaluation of mechanical and durability properties of crumb rubber concrete. Constr. Build. Mater. 155, 811-817. https://doi.org/10.1016/j.conbuildmat.2017.08.131
Eldin, N.N.; Senouci, A.B. (1993) Rubber-tire particles as concrete aggregate. J. Mater. Civ. Eng. 5 [4], 478-496. https://doi.org/10.1061/(ASCE)0899-1561(1993)5:4(478)
Eldin, N.N.; Senouci, A.B. (1994) Measurement and prediction of the strength of rubberized concrete. Cem. Concr. Compos. 16 [4], 287-298. https://doi.org/10.1016/0958-9465(94)90041-8
Topçu, İ.B. (1995) The properties of rubberized concretes. Cem. Concr. Res. 25, 304-310. https://doi.org/10.1016/0008-8846(95)00014-3
Topçu, İ.B.; Sarıdemir, M. (2008) Prediction of rubberized concrete properties using artificial neural network and fuzzy logic. Constr. Build. Mater. 22, 532-540. https://doi.org/10.1016/j.conbuildmat.2006.11.007
Jalal, M.; Nassir, N.; Jalal, H.; Arabali, P. (2019) Retracted: On the strength and pulse velocity of rubberized concrete containing silica fume and zeolite: Prediction using multivariable regression models. Constr. Build. Mater. 223, 530-543. https://doi.org/10.1016/j.conbuildmat.2019.06.233
Bachir, R.; Mohammed, A.M.S.; Habib, T. (2018) Using artificial neural networks approach to estimate compressive strength for rubberized concrete. Period. Polytech. Chem. Eng. 62, 858-865. https://doi.org/10.3311/PPci.11928
Jalal, M.; Arabali, P.; Grasley, Z.; Bullard, J.W. (2020) Application of adaptive neuro-fuzzy inference system for strength prediction of rubberized concrete containing silica fume and zeolite. Proc. Inst. Mech. Eng. L P I Mech. Eng. L-J Mat. 234, 438-451. https://doi.org/10.1177/1464420719890370
Jalal, M.; Grasley, Z.; Gurganus, C.; Bullard, J.W. (2020) Retracted: Experimental investigation and comparative machine-learning prediction of strength behavior of optimized recycled rubber concrete. Constr. Build. Mater. 256, 119478. https://doi.org/10.1016/j.conbuildmat.2020.119478
Jalal, M.; Jalal, H. (2020) Retracted: Behavior assessment, regression analysis and support vector machine (SVM) modeling of waste tire rubberized concrete. J. Clean. Prod. 273, 122960. https://doi.org/10.1016/j.jclepro.2020.122960
Jalal, M.; Grasley, Z.; Gurganus, C.; Bullard, J.W. (2020) A new nonlinear formulation-based prediction approach using artificial neural network (ANN) model for rubberized cement composite. Eng. Comput. 38, 283-300. https://doi.org/10.1007/s00366-020-01054-3
Hadzima-Nyarko, M.; Nyarko, E.K.; Lu, H.; Zhu, S. (2020) Machine learning approaches for estimation of compressive strength of concrete. Eur. Phys. J. Plus. 135, 682. https://doi.org/10.1140/epjp/s13360-020-00703-2
Cheng, M.Y.; Cao, M.T. (2016) Estimating strength of rubberized concrete using evolutionary multivariate adaptive regression splines. J. Civ. Eng. Manag. 22, 711-720. https://doi.org/10.3846/13923730.2014.897989
Habib, A.; Yildirim, U. (2021) Prediction of the dynamic properties in rubberized concrete. Comput. Concr. 27, 185-197.
Zheng, L.; Sharon Huo, X.; Yuan, Y. (2008) Experimental investigation on dynamic properties of rubberized concrete. Constr. Build. Mater. 22, 939-947. https://doi.org/10.1016/j.conbuildmat.2007.03.005
Emiroglu, M.; Yildiz, S.; Kelestemur, M.H. (2015) A study on dynamic modulus of self-consolidating rubberized concrete. Comput. Concr. 15, 795-805. https://doi.org/10.12989/cac.2015.15.5.795
Moustafa, A.; ElGawady, M.A. (2017) Dynamic properties of high strength rubberized concrete. Am. Concr. Inst. ACI Spec. Publ. 314, 1-22.
Gupta, T.; Chaudhary, S.; Sharma, R.K. (2016) Mechanical and durability properties of waste rubber fiber concrete with and without silica fume. J. Clean. Prod. 112, 702-711. https://doi.org/10.1016/j.jclepro.2015.07.081
Noaman, A.T.; Abu Bakar, B.H.; Akil, H.M. (2017) Investigation on the mechanical properties of rubberized steel fiber concrete. Eng. Struct. Tech. 9, 79-92. https://doi.org/10.3846/2029882X.2017.1309301
Gurunandan, M.; Phalgun, M.; Raghavendra, T.; Udayashankar, B.C. (2019) Mechanical and damping properties of rubberized concrete containing polyester fibers. J. Mater. Civ. Eng. 31, 04018395. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002614
Jalal, M.; Grasley, Z.; Nassir, N.; Jalal, H. (2020) Retracted: Strength and dynamic elasticity modulus of rubberized concrete designed with ANFIS modeling and ultrasonic technique. Constr. Build. Mater. 240, 117920. https://doi.org/10.1016/j.conbuildmat.2019.117920
Najim, K.B.; Hall, M.R. (2012) Mechanical and dynamic properties of self-compacting crumb rubber modified concrete. Constr. Build. Mater. 27, 521-530. https://doi.org/10.1016/j.conbuildmat.2011.07.013
Li, N.; Long, G.; Ma, C.; Fu, Q.; Zeng, X.; Ma, K.; Xie, Y.; Luo, B. (2019) Properties of self-compacting concrete (SCC) with recycled tire rubber aggregate: A comprehensive study. J. Clean. Prod. 236, 117707. https://doi.org/10.1016/j.jclepro.2019.117707
Eldin, N.N.; Senouci, A.B. (1992) Engineering properties of rubberized concrete. Can. J. Civ. Eng. https://doi.org/10.1139/l92-103
Khaloo, A.R.; Dehestani, M.; Rahmatabadi, P. (2008) Mechanical properties of concrete containing a high volume of tire-rubber particles. Waste manag. 28, 2472-2482. https://doi.org/10.1016/j.wasman.2008.01.015 PMid:18372166
Mohammed, B.S. (2010) Structural behavior and m-k value of composite slab utilizing concrete containing crumb rubber. Constr. Build. Mater. 24, 1214-1221. https://doi.org/10.1016/j.conbuildmat.2009.12.018
Aiello, M.A.; Leuzzi, F. (2010) Waste tyre rubberized concrete: Properties at fresh and hardened state. Waste manag. 30, 1696-1704. https://doi.org/10.1016/j.wasman.2010.02.005 PMid:20207128
Raj, B.; Ganesan, N.; Shashikala, A.P. (2011) Engineering properties of self-compacting rubberized concrete. J. Reinf. Plast. Compos. 30, 1923-1930. https://doi.org/10.1177/0731684411431356
Bing, C.; Ning, L. (2014) Experimental research on properties of fresh and hardened rubberized concrete. J. Mater. Civ. Eng. 26, 04014040. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000923
Thomas, B.S.; Gupta, R.C.; Kalla, P.; Cseteneyi, L. (2014) Strength, abrasion and permeation characteristics of cement concrete containing discarded rubber fine aggregates. Constr. Build. Mater. 59, 204-212. https://doi.org/10.1016/j.conbuildmat.2014.01.074
Holmes, N.; Dunne, K.; O'Donnell, J. (2014) Longitudinal shear resistance of composite slabs containing crumb rubber in concrete toppings. Constr. Build. Mater. 55, 365-378. https://doi.org/10.1016/j.conbuildmat.2014.01.046
Elchalakani, M. (2015) High strength rubberized concrete containing silica fume for the construction of sustainable road side barriers. Structures. 1, 20-38. https://doi.org/10.1016/j.istruc.2014.06.001
Su, H.; Yang, J.; Ling, T-C.; Ghataora, G.S.; Dirar, S. (2015) Properties of concrete prepared with waste tyre rubber particles of uniform and varying sizes. J. Clean. Prod. 91, 288-296. https://doi.org/10.1016/j.jclepro.2014.12.022
Youssf, O.; Mills, J.E.; Hassanli, R. (2016) Assessment of the mechanical performance of crumb rubber concrete. Constr. Build. Mater. 125, 175-183. https://doi.org/10.1016/j.conbuildmat.2016.08.040
Thomas, B.S.; Gupta, R.C. (2016) Properties of high strength concrete containing scrap tire rubber. J. Clean. Prod. 113, 86-92. https://doi.org/10.1016/j.jclepro.2015.11.019
Mendis, A.S.M.; Al-Deen, S.; Ashraf, M. (2017) Behaviour of similar strength crumbed rubber concrete (CRC) mixes with different mix proportions. Constr. Build. Mater. 137, 354-366. https://doi.org/10.1016/j.conbuildmat.2017.01.125
Raffoul, S.; Garcia, R.; Escolano-Margarit, D.; Guadagnini, M.; Hajirasouliha, I.; Pilakoutas, K. (2017) Behaviour of unconfined and FRP-confined rubberised concrete in axial compression. Constr. Build. Mater. 147, 388-397. https://doi.org/10.1016/j.conbuildmat.2017.04.175
Bisht, K.; Ramana, P.V. (2017) Evaluation of mechanical and durability properties of crumb rubber concrete. Constr. Build. Mater. 155, 811-817. https://doi.org/10.1016/j.conbuildmat.2017.08.131
Achen, C.H. (1982) Interpreting and using regression, Vol. 29, Sage. https://doi.org/10.4135/9781412984560
Cui, W.; Mansour, A.E. (1998). Effects of welding distortions and residual stresses on the ultimate strength of long rectangular plates under uniaxial compression.Mar. Struct. 11. 251-269. https://doi.org/10.1016/S0951-8339(98)00012-4
Hu, B.; Cui, A.; Cui, K.; Liu, Y.; Li, J. (2021) A novel nonlinear creep model based on damage characteristics of mudstone strength parameters. Plos one. 16, e0253711. https://doi.org/10.1371/journal.pone.0253711 PMid:34166435 PMCid:PMC8224960
Kraft, D. Algorithm 733: (1994) TOMP-Fortran modules for optimal control calculations. ACM Trans. Math. Softw. 20, 262-281. https://doi.org/10.1145/192115.192124
Alibrahim, B.; Uygar, E. (2021) Nonlinear calculation method for one-dimensional compression of soils. Arab. J. Sci. Eng. 47, 4865-4877. https://doi.org/10.1007/s13369-021-06270-7
ACI318. (2019) ACI 318-19: Building code requirements for structural concrete and commentary; American Concrete Institute: Farmington Hills, USA.
ACI363. (2010) ACI 363R-10 Report on high-strength concrete; American Concrete Institute: Farmington Hills, USA.
ASTM. (2019) ASTM C192 Standard practice for making and curing concrete test specimens in the laboratory.
Jones, R. (1949) The non-destructive testing of concrete. Mag. Concr. Res. 1, 67-78. https://doi.org/10.1680/macr.1949.1.2.67
Goulias, D.G.; Ali, A.H. (1998) Evaluation of rubber-filled concrete and correlation between destructive and nondestructive testing results. Cem. Concr. Agg. 20, 140-144. https://doi.org/10.1520/CCA10447J
Lydon, F.D.; Balendran, R.V. (1986) Some observations on elastic properties of plain concrete. Cem. Concr. Res. 16, 314-324. https://doi.org/10.1016/0008-8846(86)90106-7
BSI. (1995) BS 8110-2 Structural use of concrete-Part 2: code of practice for special circumstance; British Standard Institute: London.
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