Abstract
High-strength and high-toughness are the development trend of cementitious materials in the field of civil construction and transportation. In this study, steel fibers and calcium carbonate whiskers are applied to strengthen cement-based materials at two scales, and the corresponding mechanical properties are investigated. It is found that the content of steel fibers can reach 12.2% when the infiltration casting method is adopted to prepare the slurry infiltrated fiber concrete (SIFCON). The ultimate strain of the specimen is greater than 0.08, which illustrates an ultra-high ductility. The results show that the optimum content of the CaCO3 whisker is 1%. The toughening effect of combined steel fibers and calcium carbonate whiskers is better than that of using steel fibers individually. After adding calcium carbonate whiskers, the tensile and compressive properties of specimens are improved. Meanwhile, a nonlocal model of SIFCON is developed to quantify the influence of calcium carbonate whiskers on the performance of SIFCON.
Similar content being viewed by others
Data availability statement
The authors state that data used to support the findings of this study are included in the article.
References
Zhao X, Li Q, Xu S (2020) Contribution of steel fiber on the dynamic tensile properties of hybrid fiber ultra high toughness cementitious composites using Brazilian test. Constr Build Mater 246:118416
Lankard DR (1984) Slurry Infiltrated Fiber Concrete (SIFCON): properties and applications. MRS Proc 42:277
An Y, Wu K, Xiong Z (2002) A quantitative study on the surface crack pattern of concrete with high content of steel fiber. Cem Concr Res 32:1371–1375
Farnam Y, Moosavi M, Shekarchi M, Babanajad SK, Bagherzadeh A (2010) Behaviour of Slurry Infiltrated Fibre Concrete (SIFCON) under triaxial compression. Cem Concr Res 40:1571–1581
Sengul O (2018) Mechanical properties of slurry infiltrated fiber concrete produced with waste steel fibers. Constr Build Mater 186:1082–1091
Ipek M, Aksu M (2019) The effect of different types of fiber on flexure strength and fracture toughness in SIFCON. Constr Build Mater 214:207–218
Tuyan M, Yazici H (2012) Pull-out behavior of single steel fiber from SIFCON matrix. Constr Build Mater 35:571–577
Murakami H, Zeng J (1998) Experimental and analytical study of SIMCON tension members. Mech Mater 28:181–195
Morishima S, Yamaguchi M, Shibuya S, Kaneyasu S, Sueishi T (2020) Effects of fiber type on blast resistance of slurry-infiltrated fiber concrete under contact detonation. J Adv Concr Technol 18:157–167
Ipek M, Aksu M, Yilmaz K, Uysal M (2014) The effect of pre-setting pressure on the flexural strength and fracture toughness of SIFCON during the setting phase. Constr Build Mater 66:515–521
Ipek M, Aksu M, Uysal M, Yilmaz K, Vural I (2015) Effect of pre-setting pressure applied flexure strength and fracture toughness of new SIFCON + RPC composite during setting phase. Constr Build Mater 79:90–96
Beglarigale A, Yalcinkaya C, Yigiter H, Yazici H (2016) Flexural performance of SIFCON composites subjected to high temperature. Constr Build Mater 104:99–108
Cao M, Zhang C, Lv H, Xu L (2014) Characterization of mechanical behavior and mechanism of calcium carbonate whisker-reinforced cement mortar. Constr Build Mater 66:89–97
Cao M, Zhang C, Wei J (2013) Microscopic reinforcement for cement based composite materials. Constr Build Mater 40:14–25
Li L, Gao DY, Li ZL, Cao M, Gao JP, Zhang Z (2020) Effect of high temperature on morphologies of fibers and mechanical properties of multi-scale fiber reinforced cement-based composites. Constr Build Mater 261:120487
Khan M, Cao M, Ali M (2018) Effect of basalt fibers on mechanical properties of calcium carbonate whisker-steel fiber reinforced concrete. Constr Build Mater 192:742–753
Zhang C, Cao M (2014) Fiber synergy in multi-scale fiber-reinforced cementitious composites. J Reinf Plast Compos 33:862–874
Rabczuk T, Belytschko T (2004) Cracking particles: a simplified meshfree method for arbitrary evolving cracks. Int J Numer Meth Eng 61:2316–2343
Rabczuk T, Belytschko T (2007) A three dimensional large deformation meshfree method for arbitrary evolving cracks. Comput Method Appl M 196:2777–2799
Zhuang XY, Guo H, Alajlan N, Zhu HH, Rabczuk T (2021) Deep autoencoder based energy method for the bending, vibration, and buckling analysis of Kirchhoff plates with transfer learning. Eur J Mech A/Solids 87:104225
Zhuang XY, Nguyen-Xuan H, Zhou S (2021) The interaction between microcapsules with different sizes and propagating cracks. Cmc-comput Mater Con 67:577–593
Zhuang XY, Zheng F, Zheng H, Jiao YY, Rabczuk T, Wriggers P (2021) A cover-based contact detection approach for irregular convex polygons in discontinuous deformation analysis. Int J Numer Anal Met 45:208–233
Zhuang XY, Zhou SW (2020) An experimental and numerical study on the influence of filling materials on double-crack propagation. Rock Mech Rock Eng 53:5571–5591
Samaniego E, Anitescu C, Goswami S, Nguyen-Thanh VM, Guo H, Hamdia K, Zhuang X, Rabczuk T (2020) An energy approach to the solution of partial differential equations in computational mechanics via machine learning: Concepts, implementation and applications. Comput Method Appl M 362: 112790.
Goswami S, Anitescu C, Chakraborty S, Rabczuk T (2020) Transfer learning enhanced physics informed neural network for phase-eld modeling of fracture. Theor Appl Fract Mec 106:102447
Goswami S, Anitescu C, Rabczuk T (2020) Adaptive fourth-order phase field analysis using deep energy minimization. Theor Appl Fract Mec 107:102527
Anitescu C, Atroshchenko E, Alajlan N, Rabczuk T (2019) Artificial neural network methods for the solution of second order boundary value problems. Cmc-comput Mater Con 59:345–359
Carreira DJ, Chu KH (1985) Stress–strain relationship for plain concrete in compression. ACI J 82(6):797–804
Ezeldin AS, Balaguru PN (1992) Normal- and high-strength fiber-reinforced concrete under compression. J Mater Civil Eng 4:415–429
Nataraja MC, Dhang N, Gupta AP (1999) Stress–strain curves for steel-fiber reinforced concrete in compression. Cement Concr Comp 21:383–390
Ramadoss P, Nagamani K (2008) A new strength model for high-performance fiber reinforced concrete. Comput Concrete 5(1):21–36
Ramadoss P, Nagamani K (2008) Stress–strain curves for high-performance fiber reinforced concrete under compression. J Civil Eng Res Pract 5(1):1–14
Abadel A, Abbas H, Almusallam T, Al-Salloum Y, Siddiqui N (2016) Mechanical properties of hybrid fibre-reinforced concrete—analytical modelling and experimental behaviour. Mag Concr Res 68:823–843
Chen Q, Wang H, Li H, Jiang Z, Zhu H, Ju J, Yan Z (2020) Multiscale modelling for the ultra-high performance concrete: from hydration kinetics to macroscopic elastic moduli. Constr Build Mater 247:118541
Chen Q, Wang H, Jiang Z, Zhu H, Ju J, Yan Z (2021) Reaction-degree-based multi-scale predictions for the effective properties of ultra-high-performance concrete. Mag Concrete Res 73:853–864
Chen Q, Zhu ZY, Ma R, Jiang ZW, Zhang Y, Zhu HH (2021) Insight into the mechanical performance of the UHPC repaired cementitious composite system after exposure to high temperatures. Materials 14:4095
Ghasemi H, Brighenti R, Zhuang XY, Muthu J, Rabczuk T (2015) Optimal fiber content and distribution in fiber-reinforced solids using a reliability and NURBS based sequential optimization approach. Struct Multidiscip O 51:99–112
Almusallam T, Ibrahim SM, Al-Salloum Y, Abadel A, Abbas H (2016) Analytical and experimental investigations on the fracture behavior of hybrid fiber reinforced concrete. Cement Concr Compos 74:201–217
Acknowledgements
The authors wish to acknowledge financial support from the National Natural Science Foundation of China (No. 52002040), the National Natural Science Foundation of China (No. 51772033) and the Technology Innovation and Application Demonstration Program of Chongqing (No. cstc2019jscx-msxmX0114).
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interest.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Zhou, S., Wang, C., Zhang, C. et al. Experimental investigations and nonlocal computational models of slurry infiltrated fiber concrete with CaCO3 whiskers. Engineering with Computers 39, 669–683 (2023). https://doi.org/10.1007/s00366-022-01649-y
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00366-022-01649-y