Influence of basalt fiber in ultra-high-performance concrete in hybrid mode: a comprehensive study on mechanical properties and microstructure
DOI:
https://doi.org/10.7764/RDLC.23.1.104Keywords:
Ultra-high-performance concrete, basalt fibers, impact energy resistance, post-cracking impact energy, ductility index.Abstract
The end, in view of the research, is to effectively utilize natural fiber (basalt) to reinstate the mechanical strength lost by the ultra-high-performance concrete (UHPC) matrix when the metallic steel fibers are quantitatively curtailed. Also, the river sand is fractionally ousted from the mixture, and manufactured sand is substituted. In addition to the preliminary constituents of UHPC, nano silica was adopted for the adequate packing of the matrix, which aids in strength-gaining reaction as well. To induce sustainability and implement waste utilization, two different proportions using M-Sand were made with 30% and 4% replacement levels, and for each proportion of M-Sand, five different mixes were made for varying fiber incorporation. Including the control mix made without any fiber, a total of 12 mixes were made. Among the fibrous mixes, two were metallic fibrous mixtures, and the rest were hybrid fibrous mixtures, and inter-comparisons were done accordingly. The metallic fibers were added in 1% and 2%, and natural fibers were incorporated in 1%, 2%, and 3% in volumetric fractions. From the trial mixes it was identified that the inclusion of Basalt fibers of more than 3% resulted in reduced workability, and so the addition of basalt fibers was restricted to 3%. The water-to-binder ratio of the UHPC matrix ranged between 0.15 and 0.17, depending upon the dosage of fibers. High range water reducer (HRWR) was mixed with water during casting, to develop the workability. The specimens were tested for compressive strength, split tensile strength, and impact energy resistance. It was identified that the annexation of 1% steel and 3% basalt fibers with 30% M-Sand was effective as they showed better compressive strength and impact resistance than the other combinations. Further Scanning Electron Microscopic (SEM) imaging and Thermogravimetric Analysis (TGA), which were conducted, also validated the inference from the experimental investigations.The end, in view of the research, is to effectively utilize natural fiber (basalt) to reinstate the mechanical strength lost by the ultra-high-performance concrete (UHPC) matrix when the metallic steel fibers are quantitatively curtailed. Also, the river sand is fractionally ousted from the mixture, and manufactured sand is substituted. In addition to the preliminary constituents of UHPC, nano silica was adopted for the adequate packing of the matrix, which aids in strength-gaining reaction as well. To induce sustainability and implement waste utilization, two different proportions using M-Sand were made with 30% and 4% replacement levels, and for each proportion of M-Sand, five different mixes were made for varying fiber incorporation. Including the control mix made without any fiber, a total of 12 mixes were made. Among the fibrous mixes, two were metallic fibrous mixtures, and the rest were hybrid fibrous mixtures, and inter-comparisons were done accordingly. The metallic fibers were added in 1% and 2%, and natural fibers were incorporated in 1%, 2%, and 3% in volumetric fractions. From the trial mixes it was identified that the inclusion of Basalt fibers of more than 3% resulted in reduced workability, and so the addition of basalt fibers was restricted to 3%. The water-to-binder ratio of the UHPC matrix ranged between 0.15 and 0.17, depending upon the dosage of fibers. High range water reducer (HRWR) was mixed with water during casting, to develop the workability. The specimens were tested for compressive strength, split tensile strength, and impact energy resistance. It was identified that the annexation of 1% steel and 3% basalt fibers with 30% M-Sand was effective as they showed better compressive strength and impact resistance than the other combinations. Further Scanning Electron Microscopic (SEM) imaging and Thermogravimetric Analysis (TGA), which were conducted, also validated the inference from the experimental investigations.
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References
Abbas, S., Nehdi, M. L., & Saleem, M. A. (2016). Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementa-tion Challenges. International Journal of Concrete Structures and Materials, 10(3), 271–295. https://doi.org/10.1007/s40069-016-0157-4
Abdalla, J. A., Hawileh, R. A., Bahurudeen, A., Jyothsna, G., Sofi, A., Shanmugam, V., & Thomas, B. S. (2023). A comprehensive review on the use of natural fibers in cement/geopolymer concrete: A step towards sustainability. Case Studies in Construction Materials, 19, e02244. https://doi.org/10.1016/j.cscm.2023.e02244
Abdulkareem, O. M., Ben Fraj, A., Bouasker, M., & Khelidj, A. (2018). Mixture design and early age investigations of more sustainable UHPC. Construc-tion and Building Materials, 163, 235–246. https://doi.org/10.1016/j.conbuildmat.2017.12.107
ACI 544 – 2R– 89. (2002). Measurement of Properties of Fiber Reinforced Concrete (Reapproved 2009).
Aksoylu, C., Özkılıç, Y. O., Bahrami, A., Yıldızel, S. A., Hakeem, I. Y., Özdöner, N., … Karalar, M. (2023). Application of waste ceramic powder as a cement replacement in reinforced concrete beams toward sustainable usage in construction. Case Studies in Construction Materials, 19, e02444. https://doi.org/10.1016/j.cscm.2023.e02444
Al-Kharabsheh, B. N., Arbili, M. M., Majdi, A., Alogla, S. M., Hakamy, A., Ahmad, J., & Deifalla, A. F. (2023). Basalt Fiber Reinforced Concrete: A Com-pressive Review on Durability Aspects. Materials, 16(1), 429. https://doi.org/10.3390/ma16010429
Al-Rousan, E. T., Khalid, H. R., & Rahman, M. K. (2023). Fresh, mechanical, and durability properties of basalt fiber-reinforced concrete (BFRC): A review. Developments in the Built Environment, 14, 100155. https://doi.org/10.1016/j.dibe.2023.100155
Anas, M., Khan, M., Bilal, H., Jadoon, S., & Khan, M. N. (2022). Fiber Reinforced Concrete: A Review. ICEC 2022, 3. Basel Switzerland: MDPI. https://doi.org/10.3390/engproc2022022003
ASTM C150/C150M. (2022). Standard Specification for Portland Cement 1. https://doi.org/10.1520/C0150_C0150M-22
ASTM C192/C192M. (2020). Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory 1. https://doi.org/10.1520/C0192_C0192M-19
ASTM C470/C470M. (2023). Standard Specification for Molds for Forming Concrete Test Cylinders Vertically 1. https://doi.org/10.1520/C0470_C0470M-23
ASTM C1437. (2020). Standard Test Method for Flow of Hydraulic Cement Mortar 1. https://doi.org/10.1520/C1437
ASTM C1856/C1856M. (2017). Standard Practice for Fabricating and Testing Specimens of Ultra-High Performance Concrete 1. https://doi.org/10.1520/C1856_C1856M-17
ASTM D1557. (2021). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft 3 (2,700 kN-m/m 3)) 1. https://doi.org/10.1520/D1557-12R21
Bajaber, M. A., & Hakeem, I. Y. (2021). UHPC evolution, development, and utilization in construction: a review. Journal of Materials Research and Technology, 10, 1058–1074. https://doi.org/10.1016/j.jmrt.2020.12.051
Chen, F., Xu, B., Jiao, H., Chen, X., Shi, Y., Wang, J., & Li, Z. (2021). Triaxial mechanical properties and microstructure visualization of BFRC. Construc-tion and Building Materials, 278, 122275. https://doi.org/10.1016/j.conbuildmat.2021.122275
Chu, H., Wang, F., Wang, L., Feng, T., & Wang, D. (2020). Mechanical Properties and Environmental Evaluation of Ultra-High-Performance Concrete with Aeolian Sand. Materials, 13(14), 3148. https://doi.org/10.3390/ma13143148
de Klerk, M. D., Kayondo, M., Moelich, G. M., de Villiers, W. I., Combrinck, R., & Boshoff, W. P. (2020). Durability of chemically modified sisal fibre in cement-based composites. Construction and Building Materials, 241, 117835. https://doi.org/10.1016/j.conbuildmat.2019.117835
Dingqiang, F., Yu, R., Kangning, L., Junhui, T., Zhonghe, S., Chunfeng, W., … Qiqi, S. (2021). Optimized design of steel fibres reinforced ultra-high perfor-mance concrete (UHPC) composites: Towards to dense structure and efficient fibre application. Construction and Building Materials, 273, 121698. https://doi.org/10.1016/j.conbuildmat.2020.121698
Du, J., Meng, W., Khayat, K. H., Bao, Y., Guo, P., Lyu, Z., … Wang, H. (2021). New development of ultra-high-performance concrete (UHPC). Composites Part B: Engineering, 224, 109220. https://doi.org/10.1016/j.compositesb.2021.109220
Gao, L., Adesina, A., & Das, S. (2021). Properties of eco-friendly basalt fibre reinforced concrete designed by Taguchi method. Construction and Building Materials, 302, 124161. https://doi.org/10.1016/j.conbuildmat.2021.124161
Ghafari, E., Costa, H., & Júlio, E. (2015). Critical review on eco-efficient ultra high performance concrete enhanced with nano-materials. Construction and Building Materials, 101, 201–208. https://doi.org/10.1016/j.conbuildmat.2015.10.066
Harish, B. A., Hanumesh, B. M., Venkata Ramana, N., & Gnaneswar, K. (2023). Assessment of mechanical properties of recycled coarse aggregate con-crete incorporating basalt and polypropylene fiber. Materials Today: Proceedings. https://doi.org/10.1016/j.matpr.2023.06.196
Hou, X., Cao, S., Rong, Q., Zheng, W., & Li, G. (2018). Effects of steel fiber and strain rate on the dynamic compressive stress-strain relationship in reac-tive powder concrete. Construction and Building Materials, 170, 570–581. https://doi.org/10.1016/j.conbuildmat.2018.03.101
Huang, K., Xie, J., Feng, Y., Wang, R., & Ji, J. (2023). Axial impact behaviors of UHPC: The roles of nanomaterials and steel fibres. Construction and Building Materials, 384, 131396. https://doi.org/10.1016/j.conbuildmat.2023.131396
IS-4031 (PART 6). (1988). Methods of Physical Tests for Hydraulic Cement (Reaffirmed 2000).
Jabbar, A. M., Hamood, M. J., & Mohammed, D. H. (2021). The effect of using basalt fibers compared to steel fibers on the shear behavior of ultra-high performance concrete T-beam. Case Studies in Construction Materials, 15, e00702. https://doi.org/10.1016/j.cscm.2021.e00702
Janković, K., Stanković, S., Bojović, D., Stojanović, M., & Antić, L. (2016). The influence of nano-silica and barite aggregate on properties of ultra high performance concrete. Construction and Building Materials, 126, 147–156. https://doi.org/10.1016/j.conbuildmat.2016.09.026
Karalar, M. (2020). Experimental and Numerical Investigation on Flexural and Crack Failure of Reinforced Concrete Beams with Bottom Ash and Fly Ash. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 44(S1), 331–354. https://doi.org/10.1007/s40996-020-00465-y
Karalar, M., Ozturk, H., & Ozkilic, Y. O. (2023). Experimental and numerical investigation on flexural response of reinforced rubberized concrete beams using waste tire rubber. Steel and Composite Structures, 48(1), 43–57.
Khan, M., Lao, J., Ahmad, M. R., & Dai, J.-G. (2024). Influence of high temperatures on the mechanical and microstructural properties of hybrid steel-basalt fibers based ultra-high-performance concrete (UHPC). Construction and Building Materials, 411, 134387. https://doi.org/10.1016/j.conbuildmat.2023.134387
Kim, D. J., Park, S. H., Ryu, G. S., & Koh, K. T. (2011). Comparative flexural behavior of Hybrid Ultra High Performance Fiber Reinforced Concrete with different macro fibers. Construction and Building Materials, 25(11), 4144–4155. https://doi.org/10.1016/j.conbuildmat.2011.04.051
Korkut, F., & Karalar, M. (2023). Investigational and Numerical Examination on Bending Response of Reinforced Rubberized Concrete Beams Including Plastic Waste. Materials, 16(16), 5538. https://doi.org/10.3390/ma16165538
Li, F., Lv, T., & Wei, S. (2023). Performance, Mechanical Properties and Durability of a New Type of UHPC—Basalt Fiber Reinforced Reactive Powder Concrete: A Review. Polymers, 15(14), 3129. https://doi.org/10.3390/polym15143129
Li, Z., Shen, A., Zeng, G., Chen, Z., & Guo, Y. (2022). Research progress on properties of basalt fiber-reinforced cement concrete. Materials Today Com-munications, 33, 104824. https://doi.org/10.1016/j.mtcomm.2022.104824
Liu, K., Song, R., Li, J., Guo, T., Li, X., Yang, J., & Yan, Z. (2022). Effect of steel fiber type and content on the dynamic tensile properties of ultra-high performance cementitious composites (UHPCC). Construction and Building Materials, 342, 127908. https://doi.org/10.1016/j.conbuildmat.2022.127908
Magdalene, P. S., Raj, P., Priya, G., Karthikeyan, B., Selvaraj, S. K., & Azab, M. (2023). Experimental study and statistical validation of UHSM made with industrial wastes and hybrid fibres. International Journal on Interactive Design and Manufacturing (IJIDeM), 17(6), 3133–3148. https://doi.org/10.1007/s12008-023-01382-w
Merin Philip, P., Joseph, A., Zachariah Koshy, R., & Jossy, A. (2023). Mechanical and permeability properties of basalt fibre Reinforced concrete. Materi-als Today: Proceedings. https://doi.org/10.1016/j.matpr.2023.05.133
Mohammed, B. H., Sherwani, A. F. H., Faraj, R. H., Qadir, H. H., & Younis, K. H. (2021). Mechanical properties and ductility behavior of ultra-high per-formance fiber reinforced concretes: Effect of low water-to-binder ratios and micro glass fibers. Ain Shams Engineering Journal, 12(2), 1557–1567. https://doi.org/10.1016/j.asej.2020.11.008
Mostafa, S. A., Faried, A. S., Farghali, A. A., EL-Deeb, M. M., Tawfik, T. A., Majer, S., & Abd Elrahman, M. (2020). Influence of Nanoparticles from Waste Materials on Mechanical Properties, Durability and Microstructure of UHPC. Materials, 13(20), 4530. https://doi.org/10.3390/ma13204530
Onur Pehlivan, A. (2022). Effect of silica fume and basalt fibers on the fracture parameters of magnesium phosphate cement incorporating fly ash. Revis-ta de La Construcción, 21(3), 523–538. https://doi.org/10.7764/RDLC.21.3.523
Park, S. H., Kim, D. J., Ryu, G. S., & Koh, K. T. (2012). Tensile behavior of Ultra High Performance Hybrid Fiber Reinforced Concrete. Cement and Con-crete Composites, 34(2), 172–184. https://doi.org/10.1016/j.cemconcomp.2011.09.009
Prasad, V. D., Prakash, E. L., Abishek, M., Ushanth Dev, K., & Sanjay Kiran, C. K. (2018). Study on concrete containing Waste Foundry Sand, Fly Ash and Polypropylene fibre using Taguchi Method. Materials Today: Proceedings, 5(11), 23964–23973. https://doi.org/10.1016/j.matpr.2018.10.189
Qi, J., Wu, Z., Ma, Z. J., & Wang, J. (2018). Pullout behavior of straight and hooked-end steel fibers in UHPC matrix with various embedded angles. Con-struction and Building Materials, 191, 764–774. https://doi.org/10.1016/j.conbuildmat.2018.10.067
Ren, G., Yao, B., Huang, H., & Gao, X. (2021). Influence of sisal fibers on the mechanical performance of ultra-high performance concretes. Construction and Building Materials, 286, 122958. https://doi.org/10.1016/j.conbuildmat.2021.122958
Rui, Y., Kangning, L., Tianyi, Y., Liwen, T., Mengxi, D., & Zhonghe, S. (2022). Comparative study on the effect of steel and polyoxymethylene fibers on the characteristics of Ultra-High Performance Concrete (UHPC). Cement and Concrete Composites, 127, 104418. https://doi.org/10.1016/j.cemconcomp.2022.104418
Sharma, R., Jang, J. G., & Bansal, P. P. (2022). A comprehensive review on effects of mineral admixtures and fibers on engineering properties of ultra-high-performance concrete. Journal of Building Engineering, 45, 103314. https://doi.org/10.1016/j.jobe.2021.103314
Sujitha Magdalene, P., Karthikeyan, B., Selvaraj, S. K., Deepika, S., Alqaryouti, Y., Seif ElDin, H. M., & Azab, M. (2023). Ultra-high-performance concrete with Iron ore tailings and non-metallic and hybrid fibers-A comprehensive experimental study. Case Studies in Construction Materials, 19, e02544. https://doi.org/10.1016/j.cscm.2023.e02544
Tahwia, A. M., Helal, K. A., & Youssf, O. (2023). Chopped Basalt Fiber-Reinforced High-Performance Concrete: An Experimental and Analytical Study. Journal of Composites Science, 7(6), 250. https://doi.org/10.3390/jcs7060250
Van Tuan, N., Ye, G., van Breugel, K., Fraaij, A. L. A., & Bui, D. D. (2011). The study of using rice husk ash to produce ultra high performance concrete. Construction and Building Materials, 25(4), 2030–2035. https://doi.org/10.1016/j.conbuildmat.2010.11.046
Voit, K., & Kirnbauer, J. (2014). Tensile characteristics and fracture energy of fiber reinforced and non-reinforced ultra high performance concrete (UHPC). International Journal of Fracture, 188(2), 147–157. https://doi.org/10.1007/s10704-014-9951-7
Wang, D., Shi, C., Wu, Z., Xiao, J., Huang, Z., & Fang, Z. (2015). A review on ultra high performance concrete: Part II. Hydration, microstructure and properties. Construction and Building Materials, 96, 368–377. https://doi.org/10.1016/j.conbuildmat.2015.08.095
Wang, X., Wu, D., Zhang, J., Yu, R., Hou, D., & Shui, Z. (2021). Design of sustainable ultra-high performance concrete: A review. Construction and Build-ing Materials, 307, 124643. https://doi.org/10.1016/j.conbuildmat.2021.124643
Wiemer, N., Wetzel, A., Schleiting, M., Krooß, P., Vollmer, M., Niendorf, T., … Middendorf, B. (2020). Effect of Fibre Material and Fibre Roughness on the Pullout Behaviour of Metallic Micro Fibres Embedded in UHPC. Materials, 13(14), 3128. https://doi.org/10.3390/ma13143128
Wu, H., Qin, X., Huang, X., & Kaewunruen, S. (2023). Engineering, Mechanical and Dynamic Properties of Basalt Fiber Reinforced Concrete. Materials, 16(2), 623. https://doi.org/10.3390/ma16020623
Wu, Z., Shi, C., He, W., & Wang, D. (2016). Uniaxial Compression Behavior of Ultra-High Performance Concrete with Hybrid Steel Fiber. Journal of Materials in Civil Engineering, 28(12). https://doi.org/10.1061/(ASCE)MT.1943-5533.0001684
Wu, Z., Shi, C., Khayat, K. H., & Xie, L. (2018). Effect of SCM and nano-particles on static and dynamic mechanical properties of UHPC. Construction and Building Materials, 182, 118–125. https://doi.org/10.1016/j.conbuildmat.2018.06.126
Yan, P., Chen, B., Afgan, S., Aminul Haque, M., Wu, M., & Han, J. (2021). Experimental research on ductility enhancement of ultra-high performance concrete incorporation with basalt fibre, polypropylene fibre and glass fibre. Construction and Building Materials, 279, 122489. https://doi.org/10.1016/j.conbuildmat.2021.122489
Yang, J., Chen, B., Su, J., Xu, G., Zhang, D., & Zhou, J. (2022). Effects of fibers on the mechanical properties of UHPC: A review. Journal of Traffic and Transportation Engineering (English Edition), 9(3), 363–387. https://doi.org/10.1016/j.jtte.2022.05.001
Yang, R., Yu, R., Shui, Z., Gao, X., Xiao, X., Fan, D., … He, Y. (2020). Feasibility analysis of treating recycled rock dust as an environmentally friendly alternative material in Ultra-High Performance Concrete (UHPC). Journal of Cleaner Production, 258, 120673. https://doi.org/10.1016/j.jclepro.2020.120673
Yoo, D.-Y., Kim, S., Park, G.-J., Park, J.-J., & Kim, S.-W. (2017). Effects of fiber shape, aspect ratio, and volume fraction on flexural behavior of ultra-high-performance fiber-reinforced cement composites. Composite Structures, 174, 375–388. https://doi.org/10.1016/j.compstruct.2017.04.069
Yoo, D.-Y., & Yoon, Y.-S. (2015). Structural performance of ultra-high-performance concrete beams with different steel fibers. Engineering Structures, 102, 409–423. https://doi.org/10.1016/j.engstruct.2015.08.029
Yu, R., Spiesz, P., & Brouwers, H. J. H. (2015). Development of an eco-friendly Ultra-High Performance Concrete (UHPC) with efficient cement and mineral admixtures uses. Cement and Concrete Composites, 55, 383–394. https://doi.org/10.1016/j.cemconcomp.2014.09.024
Zhang, A., Liu, K., Li, J., Song, R., & Guo, T. (2024). Static and dynamic tensile properties of ultra-high performance concrete (UHPC) reinforced with hybrid sisal fibers. Construction and Building Materials, 411, 134492. https://doi.org/10.1016/j.conbuildmat.2023.134492
Zhang, G.-Z., & Wang, X.-Y. (2020). Effect of Pre-Wetted Zeolite Sands on the Autogenous Shrinkage and Strength of Ultra-High-Performance Concrete. Materials, 13(10), 2356. https://doi.org/10.3390/ma13102356
Zhang, H., Ji, T., & Lin, X. (2019). Pullout behavior of steel fibers with different shapes from ultra-high performance concrete (UHPC) prepared with granite powder under different curing conditions. Construction and Building Materials, 211, 688–702. https://doi.org/10.1016/j.conbuildmat.2019.03.274
Zhang, J., Zhao, Y., & Li, H. (2017). Experimental Investigation and Prediction of Compressive Strength of Ultra-High Performance Concrete Containing Supplementary Cementitious Materials. Advances in Materials Science and Engineering, 2017, 1–8. https://doi.org/10.1155/2017/4563164
Zhang, W., Zheng, M., Zhu, L., Ren, Y., & Lv, Y. (2022). Investigation of steel fiber reinforced high-performance concrete with full aeolian sand: Mix design, characteristics and microstructure. Construction and Building Materials, 342, 128065. https://doi.org/10.1016/j.conbuildmat.2022.128065
Zhang, W., Zou, X., Wei, F., Wang, H., Zhang, G., Huang, Y., & Zhang, Y. (2019). Grafting SiO2 nanoparticles on polyvinyl alcohol fibers to enhance the interfacial bonding strength with cement. Composites Part B: Engineering, 162, 500–507. https://doi.org/10.1016/j.compositesb.2019.01.034
Zhang, Y., Zhu, Y., Qiu, J., Hou, C., & Huang, J. (2023). Impact of reinforcing ratio and fiber volume on flexural hardening behavior of steel reinforced UHPC beams. Engineering Structures, 285, 116067. https://doi.org/10.1016/j.engstruct.2023.116067
Zhou, H., Zhu, H., Gou, H., & Yang, Z. (2020). Comparison of the Hydration Characteristics of Ultra-High-Performance and Normal Cementitious Mate-rials. Materials, 13(11), 2594. https://doi.org/10.3390/ma13112594
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