Synergistic effects of hybrid macro basalt fibers and micro fibers on the mechanical properties of UHPC

Chen, Zhiyuan; Wang, Xin; Ding, Lining; Jiang, Kaidi; Huang, Huang; Liu, Jianxun; Wu, Zhishen

doi:10.1007/s43452-023-00807-3

Artykuł - szczegóły

Tytuł artykułu

Synergistic effects of hybrid macro basalt fibers and micro fibers on the mechanical properties of UHPC

Autorzy

Chen Zhiyuan , Wang Xin , Ding Lining , Jiang Kaidi , Huang Huang , Liu Jianxun , Wu Zhishen

Wybrane pełne teksty z tego czasopisma

http://www.springer.com/journal/43452

Identyfikatory

DOI

10.1007/s43452-023-00807-3

Warianty tytułu

Języki publikacji

Abstrakty

This study aims to optimize the mechanical properties of ultra-high performance concrete (UHPC) reinforced with macro basalt fibers (MBFs). Six types of fibers, containing micro fibers and macro fibers, were employed to reinforce UHPC by mono or hybrid method. The micro fibers contained micro basalt fiber, polypropylene fiber, and polyvinyl alcohol fiber corresponding to the modulus of 90, 3.5, and 41 GPa, respectively. The macro fibers contained MBF, macro polypropylene fiber, and polyvinyl alcohol fiber corresponding to the modulus of 43, 2.9, and 23 GPa, respectively. The flowability, and compressive and flexural behavior of UHPC were tested and analyzed. The micro fibers with high modulus effectively restricted microcracks owing to the dense fiber distribution and strong restraint, thereby significantly enhanced the mechanical properties of UHPC before cracking; thus, UHPC with 0.3% micro basalt fiber showed the highest compressive and flexural strength of 132.6 and 26.10 MPa. The macro fibers showed pullout failure and consumed energy during fiber pullout process, leading to a ductile failure and enhancement in mechanical properties of UHPC after cracking. UHPC with 3% MBFs had the highest compressive, flexural first-cracking and post-cracking strength of 151.8, 24.97, and 26.32 MPa, owing to the great energy consumption, low damage to fiber-matrix interface and strong macrocrack resistance supported by MBFs. For UHPC with hybrid fibers, UHPC with 3% MBFs and 0.3% micro fibers had the best comprehensive performance, corresponding to the flexural first-cracking and post-cracking strength of 27.95 and 28.01 MPa. It was because that MBF and micro basalt fibers with proper content, which had the highest modulus, synergistically limited microcracks and macrocracks before and after UHPC cracked. The principle, choosing the fiber combination with high modulus and proper content, applies to the improvement of mechanical properties of UHPC with different mixture in practice.

Słowa kluczowe

macro basalt fiber hybrid fiber mechanical properties synergistic effect ultra-high performance concretes UHPC

włókna makrobazaltowe włókna hybrydowe właściwości mechaniczne efekt synergiczny

Wydawca

Springer
Wrocław University of Science and Technology

Czasopismo

Archives of Civil and Mechanical Engineering

Rocznik

2023

Tom

Vol. 23, no. 4

Strony

art. e264, 1--20

Opis fizyczny

Bibliogr. 39 poz., il., tab., wykr.

Twórcy

autor

Chen Zhiyuan

Southeast University, Key Laboratory of C & PC Structures Ministry of Education, Nanjing, China
Southeast University, Center for Basalt Fiber Production and Application Technology, Nanjing, China

autor

Wang Xin

xinwang@seu.edu.cn

Southeast University, Key Laboratory of C & PC Structures Ministry of Education, Nanjing, China
Southeast University, Center for Basalt Fiber Production and Application Technology, Nanjing, China

autor

Ding Lining

Nanjing Forestry University, School of Civil Engineering, Nanjing, China

autor

Jiang Kaidi

Southeast University, Key Laboratory of C & PC Structures Ministry of Education, Nanjing, China
Southeast University, Center for Basalt Fiber Production and Application Technology, Nanjing, China

autor

Huang Huang

Ibaraki University, Department of Urban and Civil Engineering, Hitachi, Japan

autor

Liu Jianxun

Southeast University, Center for Basalt Fiber Production and Application Technology, Nanjing, China

autor

Wu Zhishen

Southeast University, Key Laboratory of C & PC Structures Ministry of Education, Nanjing, China
Southeast University, Center for Basalt Fiber Production and Application Technology, Nanjing, China

Bibliografia

1. Algin Z, Ozen M. The properties of chopped basalt fibre reinforced self-compacting concrete. Construct Build Mater. 2018;186:678-85. https://doi.org/10.1016/j.conbuildmat. 2018.07.089.
2. Branston J, Das S, Kenno SY, Taylor C. Mechanical behaviour of basalt fibre reinforced concrete. Construct Build Mater. 2016;124:878-86. https://doi.org/10.1016/j.conbuildmat. 2016.08.009.
3. Su C, Wang X, Ding L, Chen Z, Liu S, Wu Z. Experimental study on the seismic behavior of seawater sea sand concrete beams reinforced with steel-FRP composite bars. Eng Struct. 2021;248:113269. https://doi.org/10.1016/j.eng.struct.2021. 113269.
4. X Wang, Chen Z , Ding L, et al. X. Wang, Z. Chen, L. Ding, Y. Shi, Z. Zhu, Z. Wu, Long-term flexural behavior of concrete beams with hybrid FRP and steel reinforcements in simulated marine environment, Struct., 33 (2021) 4556-4567, https://doi.org/10.1016/j.istruc.2021.07.035.
5. Jiang K, Wang X, Chen Z, Ding L, Peng Z, Wu Z. Effect of constituent content on mechanical behaviors of ultra-high performance seawater sea-sand concrete. Construct Build Mater. 2022;351: 128952. https://doi.org/10.1016/j.con.build.mat. 2022. 128952.
6. Chen Z, Wang X, Ding L, Jiang K, Su C, Liu J, Wu Z. Mechanical properties of a novel UHPC reinforced with macro basalt fibers. Construct Build Mater. 2023;377: 131107. https://doi.org/10.1016/j.con.build.mat. 2023. 131107.
7. K. Habel, M. Viviani, E. Denarie, E. Bruhwiler, Development of the mechanical properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC). Cem. Concr. Res., 36(2006) 1362-1370, https://doi.org/10.1016/j.cem.con.res. 2006.03.009.
8. ACI 239. Committee in ultra-high performance concrete. In: Minutes of committee meeting October 2012, ACI annual conference 2012, Toronto, ON, Canada; 2012.
9. G. Long, X. Wang, Y. Xie, Very-high-performance concrete with ultrafine powders. Cem. Concr. Res., 32(2002), 601-605, https://doi.org/10.1016/S0008-8846(01)00732-3.
10. P.Y. Blais, M. Couture, Prestressed Pedestrian Bridge–World’s First Reactive Powder Concrete Structure. PCI J., 44(1999) 60-71, https://doi.org/10.15554/PCIJ.0901 1999.60.71.
11. Scheinherrova L, Vejmelkova E, Keppert M, Bezdička P, Doleželova M, Krejsova J, Grzeszczyk S, Matuszek-Chmurowska A, Černy R. Effect of Cu-Zn coated steel fibers on high temperature resistance of reactive powder concrete, Cem. Concr Res. 2019;117:45-57. https://doi.org/10.1016/j.cem.con.res. 2018.12.008.
12. Barnett SJ, Lataste J, Parry T, Millard G, Soutsos N. Assessment of fibre orientation in ultra-high performance fibre reinforced concrete and its effect on flexural strength. Mater Struct. 2010;43:1009-23. https://doi. org/10.1617/s11527-009-9562-3.
13. T. Li , X. Liu, Y. Zhang, H. Yang, Z. Zhi, L. Liu, W. Ma, P. Shah, W. Li, Preparation of sea water sea sand high performance concrete (SHPC) and serving performance study in marine environment, Construct. Build. Mater., 254(2020):19114, https://doi.org/10.1016/j.con.build.mat. 2020.119114.
14. Pyo S, Tafesse M, Kim H, Kim H. Effect of chloride content on mechanical properties of ultra high performance concrete, Cem. Concr Res. 2017;84:175-87. https://doi.org/10.1016/j.cemconcomp. 2017. 09. 006.
15. Pyo S, Koh T, Tafesse M, Kim H. Chloride-induced corrosion of steel fiber near the surface of ultra-high performance concrete and its effect on flexural behavior with various thickness. Construct Build Mater. 2019;224:206-13. https://doi.org/10.1016/j.conbuildmat. 2019.07.063.
16. Fan L, Meng W, Teng L, Khayat H (2019) Effects of lightweight sand and steel fiber contents on the corrosion performance of steel rebar embedded in UHPC, Construct Build Mater. 238:117709, https://doi.org/10.1016/j.conbuildmat. 2019. 117709.
17. Ravichandran D, Prem PR, Kaliyavaradhan SK, Ambily PS. Influence of fibers on fresh and hardened properties of ultra high performance concrete (UHPC) – a review. J Build Eng. 2022;57:104922. https://doi.org/10.1016/j.jobe.2022.104922.
18. Chonghai D, Xinwei M (2014) Experimental research on mechanical properties of basalt fiber reinforced reactive powder concrete. Adv Mater Res 893: 610-613, https://doi.org/10.4028/www.scientific.net/AMR.893.610.
19. Grzeszczyk S, Matuszek-Chmurowska A, Vejmelkova E, Černy R. Reactive powder concrete containing basalt fibers: strength. Abrasion Porosity Mater. 2020;13:2948. https://doi.org/10.3390/ma131.32948.
20. Gao XM. Effect of steel fiber on the performance of ultra-high performance concrete. Changsha: Hunan University; 2013.
21. Yu Z, Wu L, Zhang C, Bangi T. Evaluation of pseudo-strain hardening behavior of hybrid fiber reinforced ultra-high performance concrete containing coarse aggregates by using micromechanical principles. J Build Eng. 2022;61: 105234.
22. Wen C, Zhang P, Wang J, Hu S. Influence of fibers on the mechanical properties and durability of ultra-high-performance concrete: a review. J Build Eng. 2022;52: 104370. https://doi.org/10.1016/j.jobe.2022.104370.
23. Kizilkanat AB, Kabay N, Akyuncu V, Chowdhury S, Akca AR. Mechanical properties and fracture behavior of basalt and glass fiber reinforced concrete: an experimental study. Construct Build Mater. 2015;100:218-24. https://doi.org/10.1016/j.conbuildmat. 2015.10. 006.
24. Kang S, Choi J, Koh K, Lee K, Lee B. Hybrid effects of steel fiber and microfiber on the tensile behavior of ultra-high performance concrete. Compos Struct. 2016;145:37-42. https://doi.org/10.1016/j.comps truct. 2016.02.075.
25. Chinese National Standard, Method of testing cements-Determination of strength, GB/T 1761-2021, Beijing, China.
26. ASTM C1018. Standard test method for flexural toughness and first-crack strength of fiber-reinforced concrete (using beam with third-point loading), 1997.
27. Chen Z, Wang X, Ding L, Jiang K, Liu X, Liu J, Wu Z. Spalling resistance and mechanical properties of ultra-high performance concrete reinforced with multi-scale basalt fibers and hybrid fibers under elevated temperature. J Build Eng. 2023;77: 107435.
28. ASTM C230/C230M. Standard specification for flow table for use in tests of hydraulic cement, 2008.
29. Wu Z, Shi C, Wen H, Wu L. Effects of steel fiber content and shape on mechanical properties of ultra high performance concrete. Construct Build Mater. 2016;103:8-14. https://doi.org/10.1016/j.conbuildmat. 2015.11.028.
30. Kabay N. Abrasion resistance and fracture energy of concretes with basalt fiber. Construct Build Mater. 2014;50:95-101. https://doi. org/10.1016/j. conbuildmat. 2013.09.040.
31. Jiang C, Fan K, Wu F, Chen D. Experimental study on the mechanical properties and microstructure of chopped basalt fibre reinforced concrete. Mater Design. 2014;58(1):187-93. https://doi.org/10.1016/j. matdes. 2014.01.056.
32. Yoo DY, Lee JH, Yoon YS. Effect of fiber content on mechanical and fracture properties of ultra high performance fiber reinforced cementitious composites. Compos Struct. 2013;106:742-53. https://doi.org/10.1016/j.compstruct. 2013.07.033.
33. Wang DH, Ju YZ, Shen H, Xu LB. Mechanical properties of high performance concrete reinforced with basalt fiber and polypropylene fiber. Construct Build Mater. 2019;197:464-73. https://doi.org/10.1016/j.conbuildmat. 2018.11.181.
34. Z. Wu, C. Shi, K.H. Khayat, Investigation of mechanical properties and shrinkage of ultra-high performance concrete: Influence of steel fiber content and shape, Compos. B Eng., 174 (2019)
107021.1-107021.12, https://doi. org/10.1016/j.compositesb. 2019.107021.
35. Jiang K, Wang X, Ding L, Chen Z, Liu J, Wu Z. Experimental study on pullout behaviour of basalt fiber-reinforced polymers minibar embedded in ultra-high performance seawater sea-sand concrete. J Build Eng. 2023;68: 106160. https://doi.org/10. 016/j.jobe. 2023.106160.
36. Jiang K, Wang X, Ding L, Chen Z, Huang H, Liu X, Liu J, Wu Z. Mechanical properties of multi-scale mono/hybrid non-metallic fiber-reinforced ultra-high performance seawater sea-sand concrete. Construct Build Mater. 2023;401: 132922.
37. Banthia N, Majdzadeh F, Wu J, Bindiganavile V. Fiber synergy in hybrid fiber reinforced concrete (HyFRC) in flexure and direct shear. Cem Concr Compos. 2014;48:91-7. https://doi.org/10.1016/j.cemconcomp. 2013.10.018.
38. Yoo DY, Kim S, Park GJ, Park JJ, Kim SW. Effects of fiber shape, aspect ratio, and volume fraction on flexural behavior of ultrahigh-performance fiber reinforced cement composites. Compos Struct. 2017;174:375-88.
39. Yang Y, Zhou Q, Deng Y, Lin J. Reinforcement effects of multi-scale hybrid fiber on flexural and fracture behaviors of ultra-low-weight foamed cement-based composites. Cem Concr Compos. 2020;108: 103509. https://doi.org/10.1016/j.cem.con.comp. 2022. 104422.

Typ dokumentu

Bibliografia

Identyfikator YADDA

bwmeta1.element.baztech-e4948351-dbfa-4692-a89e-7fa76409d0ff