構序 StructFlow

Research

UHPC 包覆補強既有柱:研究重點與評估方式

超高性能混凝土(UHPC)包覆是補強既有鋼筋混凝土柱的方法之一。這篇整理近年研究關注的重點,以及如何在設計階段評估效果。

1UHPC 是什麼

超高性能混凝土(UHPC)具有很高的抗壓強度,並因纖維而有良好的抗拉與變形能力,近年在結構工程的應用與設計方法持續發展 [12]。

2用來補強既有柱

以一層 UHPC 包覆既有柱,可以提高圍束與剪力強度,改善韌性。全尺寸試驗研究了高軸力下的耐震表現 [13],也比較了現場澆置與預鑄 UHPC 外殼對剪力不足柱的補強效果 [14]。

3設計階段怎麼評估

補強前後的彎矩-曲率曲線,可以直接看出極限曲率與曲率韌性的改變,作為選擇補強厚度與方案的依據。StructFlow 的 UHPC 包覆模型對應這方面的研究,可與未補強斷面並列比較。

四種混凝土模型的彎矩-曲率曲線0.000.050.100.150.20050100150200250曲率 φ(1/m)M(tf·m)無圍束(μφ ≈ 3.25)Mander 圍束 K=1.3(μφ ≈ 19.21)HUNG(HPFRCC)(μφ ≈ 12.01)UHPC 包覆(μφ ≈ 8.79)
圖 1同一斷面在無圍束、Mander 圍束、HPFRCC 與 UHPC 包覆模型下的彎矩-曲率比較(計算核心實算)。

參考文獻

  1. Mander, J. B., Priestley, M. J. N., & Park, R. (1988). Theoretical stress-strain model for confined concrete. Journal of Structural Engineering, 114(8), 1804–1826. doi:10.1061/(ASCE)0733-9445(1988)114:8(1804)
  2. Popovics, S. (1973). A numerical approach to the complete stress-strain curve of concrete. Cement and Concrete Research, 3(5), 583–599. doi:10.1016/0008-8846(73)90096-3
  3. Whitney, C. S. (1937). Design of reinforced concrete members under flexure or combined flexure and direct compression. ACI Journal Proceedings, 33(3), 483–498. doi:10.14359/8429
  4. ACI Committee 318. (2019). Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19). American Concrete Institute. doi:10.14359/51716937
  5. 內政部(Ministry of the Interior, Taiwan). (2023). 建築物混凝土結構設計規範(Design Specifications for Concrete Structures of Buildings),112 年 8 月 10 日修正發布,113 年 1 月 1 日生效. nlma.gov.tw
  6. 內政部(Ministry of the Interior, Taiwan). (2023). 建築物基礎構造設計規範(Design Specifications for Foundations of Buildings),112 年 6 月 20 日修正發布,113 年 1 月 1 日生效. nlma.gov.tw
  7. Mononobe, N., & Matsuo, H. (1929). On the determination of earth pressure during earthquakes. Proceedings of the World Engineering Congress, Vol. 9, Tokyo, 177–185.
  8. Sutherland, I. E., & Hodgman, G. W. (1974). Reentrant polygon clipping. Communications of the ACM, 17(1), 32–42. doi:10.1145/360767.360802
  9. National Center for Research on Earthquake Engineering (NCREE). 台灣新型高強度鋼筋混凝土(Taiwan New RC)專區. ncree.niar.org.tw/service/newrc
  10. Chiu, C.-K., Hung, C.-C., Lin, K.-C., Liu, K.-Y., Lee, H.-J., Cheng, M.-Y., et al. (2019). Design Guideline for Building of High-Strength Reinforced Concrete Structures (Draft), NCREE-19-001. National Center for Research on Earthquake Engineering.
  11. Hung, C.-C., & Li, S.-H. (2013). Three-dimensional model for analysis of high performance fiber reinforced cement-based composites. Composites Part B: Engineering, 45(1), 1441–1447. doi:10.1016/j.compositesb.2012.08.004
  12. Hung, C.-C., El-Tawil, S., & Chao, S.-H. (2021). A review of developments and challenges for UHPC in structural engineering: Behavior, analysis, and design. Journal of Structural Engineering, 147(9), 03121001. doi:10.1061/(ASCE)ST.1943-541X.0003073
  13. Shao, Y., Kuo, C.-W., & Hung, C.-C. (2021). Seismic performance of full-scale UHPC-jacket-strengthened RC columns under high axial loads. Engineering Structures, 243, 112657. doi:10.1016/j.engstruct.2021.112657
  14. Hung, C.-C., Kuo, C.-W., & Shao, Y. (2021). Cast-in-place and prefabricated UHPC jackets for retrofitting shear-deficient RC columns with different axial load levels. Journal of Building Engineering, 44, 103305. doi:10.1016/j.jobe.2021.103305
  15. Ou, Y.-C., Alrasyid, H., Haber, Z. B., & Lee, H.-J. (2015). Cyclic behavior of precast high-strength reinforced concrete columns. ACI Structural Journal, 112(6), 839–850. doi:10.14359/51687911
  16. Shen, W.-C., & Hwang, S.-J. (2023). Confinement reinforcement of high-strength reinforced concrete tied columns under high axial load. ACI Structural Journal, 120(3), 145–155. doi:10.14359/51738505

評估你的補強方案。

用 SUHUL EIP 帳號免費註冊,14 天全部工具開放。