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Bond Behavior of Concrete-Filled Steel Tube with Molybdenum Tailing

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Abstract

To investigate the bond behavior of the concrete filled steel tubular (CFST) using the molybdenum tailing as the fine aggregate, 24 test specimens of the CFST are designed in consideration of molybdenum tailing replacement ratio, concrete strength, ratio of the filling height to the outer diameter and ratio of the outer diameter to the wall thickness. A series of push-out tests are conducted to analyze the working mechanism, failure mode, and bond stress-slip relation of the test specimens. The results show that the usage of the molybdenum tailing as the fine aggregate has no obvious effect on the working mechanism and failure mode of the CFST regardless of the test parameters, even though a slight difference is observed in the failure processes. The increase in the molybdenum tailing replacement ratio remarkably decreases the ultimate bond strength, but increase the ultimate failure slip of the test specimens whilst the ultimate failure slip shows no distinct change under the same ratio of the filling height to the outer diameter and ratio of the outer diameter to the wall thickness. The CFST test specimens with the molybdenum tailing shows slightly worse bond behavior than those without the molybdenum tailing. The proposed formula for the ultimate bond strength of the CFST with the molybdenum tailing fits well with the test results. Since, the limitations regarding the ultimate bond strengths of the CFST in the existing relevant specifications show the enough safety reserve, the proposed formula can be directly used for the design of the CFST with the molybdenum tailing.

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References

  • Abendeh, R. M., Salman, D., & Louzi, R. A. (2022). Experimental and numerical investigations of interfacial bond in self-compacting concrete-filled steel tubes made with waste steel slag aggregates. Developments in the Built Environment, 11, 100080.

    Article  Google Scholar 

  • Alam, M. I., Fawzia, S., & Liu, X. M. (2015). Effect of bond length on the behaviour of CFRP strengthened concrete-filled steel tubes under transverse impact. Composite Structures, 132, 898–914.

    Article  Google Scholar 

  • Ali, A. M., Dieng, L., & Masmoudi, R. (2020). Experimental, analytical and numerical assessment of the bond-slip behaviour in concrete-filled-FRP tubes. Engineering Structures, 225, 111254.

    Article  Google Scholar 

  • Bai, G. L., Ma, J. F., Liu, B., & Chen, X. N. (2020). Study on the interfacial bond slip constitutive relation of I-section steel and fully recycled aggregate concrete. Construction and Building Materials, 238, 117688.

    Article  Google Scholar 

  • Cai, S. H. (2003). Modern steel tube confined concrete structures. China Communication Press. (in Chinese).

    Google Scholar 

  • Chen, L. H., Dai, J. X., Jin, Q. L., Chen, L. F., & Liu, X. L. (2015). Refining bond-slip constitutive relationship between checkered steel tube and concrete. Construction and Building Materials, 79, 153–164.

    Article  Google Scholar 

  • Chen, Y., Feng, R., Shao, Y. B., & Zhang, X. T. (2017). Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes. Journal of Constructional Steel Research, 130, 248–263.

    Article  Google Scholar 

  • Feng, J. Y., Yang, Y. T., Ruan, K. J., Wu, D. M., Xu, Y. G., Jacobs, D. F., & Zeng, S. C. (2023). Combined application of sewage sludge, bagasse, and molybdenum tailings ameliorates rare earth mining wasteland soil. Journal of Soils and Sediments, 1, 1–14.

    Google Scholar 

  • Gao, S., Cui, X., Kang, S., et al. (2020). Sustainable applications for utilizing molybdenum tailings in concrete. Journal of Cleaner Production, 266, 122020.

    Article  Google Scholar 

  • Gao, S., Cui, X. W., & Zhang, S. M. (2019). Utilization of molybdenum tailings in concrete manufacturing: A review. Applied Sciences, 10(138), 1–9.

    Google Scholar 

  • Gao, S., Qu, J., Zhang, S., et al. (2022). A comparative study on mechanical and environmental performance of concrete-filled steel tubes using molybdenum tailing aggregate. Journal of Constructional Steel Research, 189, 107100.

    Article  Google Scholar 

  • Gao, S., Wei, Li., Yuan, K. K., et al. (2023). Properties and application of thixotropic cement paste backfill with molybdenum tailings. Journal of Cleaner Production, 391, 136169.

    Article  Google Scholar 

  • Gao, S., Zhao, G., Guo, L., et al. (2021). Mechanical properties of circular thin-tubed molybdenum tailing concrete stubs. Construction and Building Materials, 268, 121215.

    Article  Google Scholar 

  • GB/T 14684–2022. (2010) Sand for construction. State administration for market regulation (SAMR) and Standardization Administration Committee (SAC), Beijing, China. (in Chinese)

  • Gencel, O., Balci, B., Bayraktar, O. Y., Nodehi, M., Sarı, A., Kaplan, G., Hekimoğlu, G., Gholampour, A., Benli, A., & Ozbakkaloglu, T. (2022). The effect of limestone and bottom ash sand with recycled fine aggregate in foam concrete. Journal of Building Engineering, 54, 104689.

    Article  Google Scholar 

  • González-Álvarez, I., Stoppa, F., Yang, X. Y., & Porwal, A. (2021). Introduction to the special Issue, insights on carbonatites and their mineral exploration approach: A challenge towards resourcing critical metals. Ore Geology Reviews, 133, 104073.

    Article  Google Scholar 

  • Gourley, B.C., Tort C., Denavit, M.D., Schiller, P.H., Hajjar, J.F. (2008) A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube members, connections, and frames. Report No. NSEL-008, University of Illinois at Urbana-Champaign, Urbana, Illinois, United States.

  • Guan, M. S., Lai, Z. C., Xiao, Q., Du, H. B., & Zhang, K. (2019). Bond behavior of concrete-filled steel tube columns using manufactured sand (MS-CFT). Engineering Structures, 187, 199–208.

    Article  Google Scholar 

  • Hasan, H. G., & Ekmekyapar, T. (2021). Bond-slip behaviour of concrete filled double skin steel tubular (CFDST) columns. Marine Structures, 79, 103061.

    Article  Google Scholar 

  • He, Z. J., Chen, Y., Ma, Y. N., Zhang, X. J., Jin, Y. X., & Song, J. (2021). The study on bond-slip constitutive model of steel-fiber high-strength recycled concrete. Structures, 34, 2134–2150.

    Article  Google Scholar 

  • Hui, C., Li, Y. G., Li, K., Liu, C., Hai, R., & Li, C. Q. (2022). Experimental investigation and analysis on the axial compressive performance of recycled concrete-filled corroded steel tubular columns. Archives of Civil and Mechanical Engineering, 22, 97.

    Article  Google Scholar 

  • Jung, M. Y., Choi, Y. W., & Jeong, J. G. (2011). Recycling of tailings from Korea molybdenum corporation as admixture for high-fluidity concrete. Environmental Geochemistry and Health, 33, 113–119.

    Article  Google Scholar 

  • Kazmi, D., Serati, M., Williams, D. J., Qasim, S., & Cheng, Y. P. (2021). The potential use of crushed waste glass as a sustainable alternative to natural and manufactured sand in geotechnical applications. Journal of Cleaner Production, 284, 124762.

    Article  Google Scholar 

  • Ke, X. J., Tang, Z. K., Shen, J. Z., & Tao, Y. Y. (2022). Investigation on bond behavior between self-compacting rubberized concrete and rectangular steel tubes. KSCE Journal of Civil Engineering, 26(8), 3504–3519.

    Article  Google Scholar 

  • Koloo, F. A., Badakhshan, A., Fallahnejad, H., Jamkhaneh, M. E., & Ahmadi, M. (2018). Investigation of proposed concrete filled steel tube connections under reversed cyclic loading. International Journal of Steel Structures, 18(1), 163–177.

    Article  Google Scholar 

  • Leibovich, O., & Yankelevsky, D. Z. (2022). Bond behavior in pull-out of a ribbed rebar from concrete with recycled concrete aggregates. Case Studies in Construction Materials, 17, e01607.

    Article  Google Scholar 

  • Li, H., Liu, Y. J., & Zhang, N. (2020a). Non-linear distributions of bond-slip behavior in concrete-filled steel tubes by the acoustic emission technique. Structures, 28, 2311–2320.

    Article  Google Scholar 

  • Li, W., Chen, B., Han, L. H., & Lam, D. (2020b). Experimental study on the performance of steel-concrete interfaces in circular concrete-filled double skin steel tube. Thin-Walled Structures, 149, 106660.

    Article  Google Scholar 

  • Li, W., Chen, B., Han, L. H., & Packer, J. A. (2022). Pushout tests for concrete-filled double skin steel tubes after exposure to fire. Thin-Walled Structures, 176, 109274.

    Article  Google Scholar 

  • Liu, Z. Z., Lu, Y. Y., Li, S., & Xiao, L. W. (2021). Enhanced bond-slip behavior between recycled aggregate concrete and steel tubes under repeated loading. Structures, 33, 1263–1282.

    Article  Google Scholar 

  • Lu, Y. Y., Liu, Z. Z., Li, S., & Li, N. (2018a). Bond behavior of steel fibers reinforced self-stressing and self-compacting concrete filled steel tube columns. Construction and Building Materials, 158, 894–909.

    Article  Google Scholar 

  • Lu, Y. Y., Liu, Z. Z., Li, S., & Tang, W. S. (2018). Bond behavior of steel-fiber-reinforced self-stressing and self-compacting concrete-filled steel tube columns for a period of 2.5 years. Construction and Building Materials, 167, 33–43.

    Article  Google Scholar 

  • Lv, J., Zhou, T. H., Du, Q., Li, K. L., & Jin, L. W. (2020). Research on the bond behavior of preplaced aggregate concrete-filled steel tube columns. Materials, 13(2), 300.

    Article  Google Scholar 

  • Lv, X. Y., Yu, Z. W., & Shan, Z. (2021). Bond stress-slip model for rebar-concrete interface under monotonic and cyclic loading. Structures, 34, 498–506.

    Article  Google Scholar 

  • Lyu, W. Q., & Han, L. H. (2019). Investigation on bond strength between recycled aggregate concrete (RAC) and steel tube in RAC-filled steel tubes. Journal of Constructional Steel Research, 155, 438–459.

    Article  Google Scholar 

  • Mohammadnejad, M., Naghipour, M., Nematzadeh, M., & Elyasi, M. (2020). Experimental and analytical investigation of the effect of external pressure on compressive behavior of concrete-filled steel tube stub columns. Applied Ocean Research, 100, 102152.

    Article  Google Scholar 

  • Morishita, Y., Tomii, M., & Yoshimura, K. (1979). Experimental studies on bond strength in concrete filled circular steel tubular columns subjected to axial loads. Transactions of the Japan Concrete Institute, 1(1), 351–358.

    Google Scholar 

  • Nematzadeh, M., Karimi, A., & Gholampour, A. (2020). Pre- and post-heating behavior of concrete-filled steel tube stub columns containing steel fiber and tire rubber. Structures, 27, 2346–2364.

    Article  Google Scholar 

  • Qu, X. S., Chen, Z. H., Nethercot, D. A., Gardner, L., & Theofanous, M. (2013). Load-reversed push-out tests on rectangular CFST columns. Journal of Constructional Steel Research, 81, 35–43.

    Article  Google Scholar 

  • Quan, X. Y., Wang, S. L., Liu, K. N., Xu, J., Zhao, N., & Liu, B. (2022). Influence of molybdenum tailings by-products as fine aggregates on mechanical properties and microstructure of concrete. Journal of Building Engineering, 54, 104677.

    Article  Google Scholar 

  • Raman, J. V. M., & Ramasamy, V. (2021). Augmentation of dissimilar techniques for enhancing the concrete properties with recycled coarse aggregate and manufactured sand. Journal of Materials Research and Technology, 14, 1180–1190.

    Article  Google Scholar 

  • Rehmat, S., Sadeghnejad, A., Mantawy, I. M., & Azizinamini, A. (2021). Experimental study on concrete filled steel tubes to footing connection using ultra-high performance concrete. Engineering Structures, 242, 112540.

    Article  Google Scholar 

  • Shakir-Khalil, H. (1993). Pushout strength of concrete-filled steel hollow section tubes. Structural Engineer, 71(13), 230–233.

    Google Scholar 

  • Sharba, A. A. K., Hason, M. M., Hanoon, A. N., Qader, D. N., Amran, M., Abdulhameed, A. A., & Zand, A. W. A. (2022). Push-out test of waste sawdust-based steel-concrete–Steel composite sections: Experimental and environmental study. Case Studies in Construction Materials, 17, e01570.

    Article  Google Scholar 

  • Siddique, S., & Jang, J. G. (2020). Assessment of molybdenum mine tailings as filler in cement mortar. Journal of Building Engineering, 31, 101322.

    Article  Google Scholar 

  • Skierszkan, E. K., Stockwell, J. S., Dockrey, J. W., Weis, D., Beckie, R. D., & Mayer, K. U. (2017). Molybdenum (Mo) stable isotopic variations as indicators of Mo attenuation in mine waste-rock drainage. Applied Geochemistry, 87, 71–83.

    Article  Google Scholar 

  • Tao, Z., Song, T. Y., Uy, B., & Han, L. H. (2016). Bond behavior in concrete-filled steel tubes. Journal of Constructional Steel Research, 120, 81–93.

    Article  Google Scholar 

  • Xu, W. X., & Wei, Y. M. (2004). Multiple objective-integrated methodology of global optimum decision-making on mineral resources exploitation. Computers & Industrial Engineering, 46, 363–372.

    Article  Google Scholar 

  • Yan, J. B., Xie, W. J., Zhang, L. X., & Lin, X. C. (2019). Bond behaviour of concrete-filled steel tubes at the Arctic low temperatures. Construction and Building Materials, 210, 118–131.

    Article  Google Scholar 

  • Yu, F., Chen, T. Y., Niu, K., Wang, S. L., Kong, Z. Y., & Fang, Y. (2020). Study on bond-slip behaviors of self-stressing steel slag concrete-filled steel tube. KSCE Journal of Civil Engineering, 24(11), 3309–3319.

    Article  Google Scholar 

  • Zhao, H. Y., Han, L. H., Hou, C., & Lyu, W. Q. (2023). Performance of recycled aggregate concrete-filled high-strength steel tubes under axial compression, tension and torsion. Thin-Walled Structures, 184, 110478.

    Article  Google Scholar 

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Funding

This subject is financially supported in part by the Xijing University’s Innovation and Entrepreneurship Training Program for College Students in 2021 (202112715007X), the Key Research and Development (R&D) Program of Tangshan (No. 19150232E), and the Postdoctoral Research Project of Chongqing (No. Xm2017189).

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Authors and Affiliations

  1. College of Civil and Architectural Engineering, Taishan University, Taian, 271000, China

    Shu-Chao Lin

  2. Post-Doctoral Mobile Station of Civil Engineering, School of Civil Engineering, Tianjin University, Tianjin, 300072, China

    Shu-Chao Lin

  3. Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing University, Xi’an, 710123, China

    Fangbiao Liu

  4. School of Civil Engineering and Architecture, Heilongjiang University, Harbin, 150000, China

    Qi Bai

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  1. Shu-Chao Lin
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Correspondence to Qi Bai.

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Lin, SC., Liu, F. & Bai, Q. Bond Behavior of Concrete-Filled Steel Tube with Molybdenum Tailing. Int J Steel Struct 24, 354–365 (2024). https://doi.org/10.1007/s13296-024-00820-z

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