Journal of Shandong University(Engineering Science) ›› 2026, Vol. 56 ›› Issue (1): 105-113.doi: 10.6040/j.issn.1672-3961.0.2024.289

• Civil Engineering • Previous Articles    

Experimental investigation of tensile mechanical properties and failure mechanisms of steel slag ultra-high performance concrete

GUO Min1,2, HAN Linxuan1*, LI Jingjun1   

  1. GUO Min1, 2, HAN Linxuan1*, LI Jingjun1(1. College of Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010, Inner Mongolia, China;
    2. Inner Mongolia Autonomous Region Key Laboratory of Civil Engineering Safety and Durability(Inner Mongolia University of Science and Technology), Baotou 014010, Inner Mongolia, China
  • Published:2026-02-03

Abstract: With the goal of low-carbon environmental protection, the application of solid waste steel slag in ultra-high performance concrete(UHPC)was explored to develop green and environmentally friendly steel slag UHPC. The research examined the effect of varying contents of steel slag powder and steel slag aggregate on the tensile properties of steel slag UHPC through axial tensile tests. Specifically, it analyzes the effects of replacing cement with steel slag powder and quartz sand with steel slag aggregate at different contents on the axial tensile curve and mechanical indices of UHPC. The tensile failure mechanisms of steel slag UHPC were also explored. The results indicated that while the axial tensile strength of UHPC decreased with the inclusion of either steel slag powder or steel slag aggregate, it remained within acceptable limits. The material's ductility is impacted by the type and amount of steel slag used; specifically, adding steel slag powder alone enhanced ductility, whereas adding steel slag aggregate alone reduced it. When the combined content of steel slag powder and aggregate was relatively low, the material exhibited good ductility and a multi-crack failure mode. Based on the analysis of the tensile stress and strain characteristics, an optimal steel slag content for steel slag UHPC was recommended.

Key words: ultra-high performance concrete, steel slag powder, steel slag aggregate, tensile properties

CLC Number: 

  • TU528
[1] AKEED M H, QAIDI S, AHMED H U, et al. Ultra-high-performance fiber-reinforced concrete. part 3: fresh and hardened properties[J]. Case Studies in Construction Materials, 2022, 17: e01265.
[2] YOO D Y, BANTHIA N. Mechanical properties of ultra-high-performance fiber-reinforced concrete: a review[J]. Cement and Concrete Composites, 2016, 73: 267-280.
[3] LI P P, BROUWERS H J H, YU Q L. Influence of key design parameters of ultra-high performance fibre reinforced concrete on in-service bullet resistance[J]. International Journal of Impact Engineering, 2020, 136: 103434.
[4] LI P P, SLUIJSMANS M J C, BROUWERS H J H, et al. Functionally graded ultra-high performance cementitious composite with enhanced impact properties[J]. Composites Part B: Engineering, 2020, 183: 107680.
[5] WANG W, LIU J, AGOSTINI F, et al. Durability of anultra high performance fiber reinforced concrete(UHPFRC)under progressive aging[J]. Cement and Concrete Research, 2014, 55: 1-13.
[6] AKEED M H, QAIDI S, AHMED H U, et al. Ultra-high-performance fiber-reinforced concrete. part II: hydration and microstructure[J]. Case Studies in Construction Materials, 2022, 17: e01289.
[7] SHI C J, WU Z M, XIAO J F, et al. A review onultra high performance concrete: Part I. Raw materials and mixture design[J]. Construction and Building Materials, 2015, 101: 741-751.
[8] AKEED M H, QAIDI S, FARAJ R H, et al. Ultra-high-performance fiber-reinforced concrete. Part Ⅰ: developments, principles, raw materials[J]. Case Studies in Construction Materials, 2022, 17: e01290.
[9] FAN D Q, YU R, SHUI Z H, et al. A new development of eco-friendly Ultra-High performance concrete(UHPC): towards efficient steel slag application and multi-objective optimization[J]. Construction and Building Materials, 2021, 306: 124913.
[10] 彭术, 陈浩, 水中和, 等. 废弃混凝土再生粉制备超高性能混凝土基体的性能研究[J]. 硅酸盐通报, 2019, 38(7): 2125-2130. PENG Shu, CHEN Hao, SHUI Zhonghe, et al. Properties of ultra-high performance concrete matrix prepared with powder of waste concrete[J]. Bulletin of the Chinese Ceramic Society, 2019, 38(7): 2125-2130.
[11] 许娜, 陈军琪. 复掺粉煤灰和矿渣对高性能混凝土抑制骨料碱活性效能及其强度的影响研究[J]. 价值工程, 2019, 38(17): 158-160. XU Na, CHEN Junqi. Effect of complex fly ash and slag on the activity and strength of high performance concrete for inhibiting aggregate alkali activity[J]. Value Engineering, 2019, 38(17): 158-160.
[12] 简洪树. 绿色超高性能钢纤维增强混凝土的静动态韧性研究[D]. 哈尔滨:哈尔滨工业大学, 2019. JIAN Hongshu. Research on static and dynamic toughness of green ultra-high performance steel fiber reinforced concrete[D]. Harbin: Harbin Institute of Technology, 2019.
[13] 高陟, 任鑫明, 马北越. 钢渣高附加值利用研究现状[J]. 耐火与石灰, 2021, 46(4): 13-17. GAO Zhi, REN Xinming, MA Beiyue. Research status of high value-added utilization of steel slag[J]. Refractories & Lime, 2021, 46(4): 13-17.
[14] 国家市场监督管理总局, 国家标准化管理委员会. 水泥压蒸安定性试验方法: GB/T 750—2024[S]. 北京: 中国标准出版社, 2024.
[15] 国家质量监督检验检疫总局, 中国国家标准化管理委员会. 钢渣应用技术要求: GB/T 32546—2016[S]. 北京: 中国标准出版社, 2017.
[16] JABIR H A, ABID S R, MURALI G, et al. Experimental tests and reliability analysis of the cracking impact resistance of UHPFRC[J]. Fibers, 2020, 8(12): 74.
[17] FUJIKAKE K, SENGA T, UEDA N, et al. Effects of strain rate on tensile behavior of reactive powder concrete[J]. Journal of Advanced Concrete Technology, 2006, 4(1): 79-84.
[18] WILLE K, KIM D J, NAAMAN A E. Strain-hardening UHP-FRC with low fiber contents[J]. Materials and Structures, 2011, 44(3): 583-598.
[19] FRETTLÖHR B, REINECK K H, REINHARDT H W. Size and shape effect of UHPFRC prisms tested under axial tension and bending[M] //High Performance Fiber Reinforced Cement Composites 6. Dordrecht: Springer Netherlands, 2012: 365-372.
[20] TIAN X, FANG Z, ZHOU T, et al. Behavior and constitutive model of ultra-high-performance concrete under monotonic and cyclic tensile loading[J]. Construction and Building Materials, 2023, 389: 131634.
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