4.7 Article

Development of a novel shape memory alloy-based self-centering precast segmental concrete column

期刊

出版社

JOHN WILEY & SONS LTD
DOI: 10.1002/stc.3099

关键词

hysteretic analysis; parametric study; precast segmental concrete column; self-centering; shape memory alloy

资金

  1. Research Grants Council of Hong Kong [PolyU 152246/18E, T22-502/18-R]
  2. National Key Research and Development Program of China [2019YFB1600700]
  3. National Observation and Research Station of Material Corrosion and Structural Safety of Hong Kong-Zhuhai-Macao Bridge in Guangdong
  4. Hong Kong Polytechnic University [ZE2L, ZVX6, P0035787]

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This study proposes a novel shape memory alloy (SMA)-based self-centering precast segmental concrete column (PSCC), called SSC-PSCC. By using SMA bolts and steel angles, SSC-PSCC exhibits desirable self-centering and energy dissipation capacities, simplifying the construction and repair process. The behavior of SSC-PSCC is systematically studied and verified through finite element models, showing good performance. Compared with traditional post-tensioning-based segmental concrete columns, SSC-PSCC has advantages of easy construction, quick repair and replacement of energy dissipation elements after earthquakes.
This study proposes a novel shape memory alloy (SMA)-based self-centering (SC) precast segmental concrete column (PSCC). The entire structural system, called SSC-PSCC, can be constructed via off-site precasting followed by on-site assembly. By using connecting SMA bolts and steel angles, wherein SMA and steel elements contribute to SC and energy dissipation (ED) capacities, respectively, SSC-PSCC is free from post-tensioned anchorages and wet joints, and the construction or repair process is considerably simplified. The behavior of SSC-PSCC was systematically studied through refined finite element models (FEMs) that were verified by good agreements with previous testing results. Cyclic behavior was simulated, and SSC-PSCC exhibits desirable SC and ED capacities. Compared with traditional post-tensioning (PT)-based SC-PSCC, SSC-PSCC has numerous advantages, including easy construction, quick repair and replacement of ED elements after earthquakes, and free from buckling of ED bars observed in traditional PT-based segmental columns. Furthermore, parametric studies were conducted to identify several crucial design parameters, such as prestrain in SMA bolts, axial load ratio, and segment reinforcement diameter. Design recommendations are provided on the basis of the results of the parametric studies.

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