Bulletin of the Chinese Ceramic Society, Volume. 43, Issue 10, 3623(2024)

Flexural Performance of PP-ECC Bridge Pier under Simulated Earthquake

JIA Yi1...2, LIU Pengzeng1,2,*, LIU Qiqian1,2, WANG Zihao1,2, and SONG Haobo12 |Show fewer author(s)
Author Affiliations
  • 1Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China
  • 2Earthquake Engineering Researching Center of Yunnan, Kunming 650500, China
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    References(6)

    [1] [1] ZHANG R, MATSUMOTO K, HIRATA T, et al. Application of PP-ECC in beam-column joint connections of rigid-framed railway bridges to reduce transverse reinforcements[J]. Engineering Structures, 2015, 86: 146-156.

    [3] [3] DU H X, QIN Y X, ZHANG W, et al. Mechanics performance of high-performance concrete with polypropylene fibers[J]. Applied Mechanics and Materials, 2011, 99/100: 1233-1238.

    [4] [4] SHIMIZU K, KANAKUBO T, KANDA T, et al. Shear behavior of steel reinforced PVA-ECC beams[C]//13th World Conference on Earthquake Engineering, Conference Proceedings DVD, 2004.

    [6] [6] HALIM N A, ALIH S C, VAFAEI M. Analytical calculation on shear capacity of RC columns internally confined with CFRP strips[J]. IOP Conference Series: Earth and Environmental Science, 2019, 220: 012023.

    [11] [11] LI V C. On engineered cementitious composites (ECC)[J]. Journal of Advanced Concrete Technology, 2003, 1(3): 215-230.

    [14] [14] CHEN Y X, YU J, LEUNG C K Y. Use of high strength strain-hardening cementitious composites for flexural repair of concrete structures with significant steel corrosion[J]. Construction and Building Materials, 2018, 167: 325-337.

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    JIA Yi, LIU Pengzeng, LIU Qiqian, WANG Zihao, SONG Haobo. Flexural Performance of PP-ECC Bridge Pier under Simulated Earthquake[J]. Bulletin of the Chinese Ceramic Society, 2024, 43(10): 3623

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    Paper Information

    Category:

    Received: Mar. 26, 2024

    Accepted: Jan. 17, 2025

    Published Online: Jan. 17, 2025

    The Author Email: Pengzeng LIU (18213774431@163.com)

    DOI:

    CSTR:32186.14.

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