• Bulletin of the Chinese Ceramic Society
  • Vol. 41, Issue 4, 1264 (2022)
TENG Xiaodan1、2、3、4、*, YAO Qiyao2, LU Chenyu2, PAN Dingju2, LI Zuo2, and XIE Zhengzhuan5
Author Affiliations
  • 1[in Chinese]
  • 2[in Chinese]
  • 3[in Chinese]
  • 4[in Chinese]
  • 5[in Chinese]
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    DOI: Cite this Article
    TENG Xiaodan, YAO Qiyao, LU Chenyu, PAN Dingju, LI Zuo, XIE Zhengzhuan. Experimental Study on Bond-Slip Performance Between BFRP Bars and ECC with Graded Particle Size River Sand[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(4): 1264 Copy Citation Text show less
    References

    [1] LEE H S, NOGUCHI T, TOMOSAWA F. Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion[J]. Cement and Concrete Research, 2002, 32(8): 1313-1318.

    [2] AUYEUNG Y, BALAGURU P, CHUNG L. Bond behavior of corroded reinforcement bars[J]. Aci Structural Journal, 2000, 97(2): 214-220.

    [3] TORRES-ACOSTA A A, NAVARRO-GUTIERREZ S, TERN-GUILLN J. Residual flexure capacity of corroded reinforced concrete beams[J]. Engineering Structures, 2007, 29(6): 1145-1152.

    [4] AZAD A K, AHMAD S, AZHER, S A. Residual strength of corrosion-damaged reinforced concrete beams[J]. ACI Materials Journal, 2007, 104(1): 40-47.

    [5] DOLAN C W. FRP prestressing in the USA[J]. Concrete International, 1999, 21(10):59-62.

    [8] YANG E H, LI V C. Tailoring engineered cementitious composites for impact resistance[J]. Cement and Concrete Research, 2012, 42(8): 1066-1071.

    [9] YAO Q Y, LI Z, LU C Y, et al. Development of engineered cementitious composites using sea sand and metakaolin[J]. Frontiers in Materials, 2021, 8: 711872.

    [11] WANG H L, SUN X Y, PENG G Y, et al. Experimental study on bond behaviour between BFRP bar and engineered cementitious composite[J]. Construction and Building Materials, 2015, 95: 448-456.

    [13] KIM B, LEE J Y. Polyvinyl alcohol engineered cementitious composite (PVA-ECC) for the interfacial bond behaviour of glass fibre reinforced polymer bars (GFRP)[J]. Polymers and Polymer Composites, 2012, 20(6): 545-558.

    [14] HOSSAIN K M A, ALAM S, ANWAR M S, et al. Bond strength of fibre-reinforced polymer bars in engineered cementitious composites[J]. Proceedings of the Institution of Civil Engineers-Construction Materials, 2017: 1-13.

    [15] HOSSAIN K M A. Bond strength of GFRP bars embedded in engineered cementitious composite using RILEM beam testing[J]. International Journal of Concrete Structures and Materials, 2018, 12: 6.

    [21] DENG M K, PAN J J, SUN H Z. Bond behavior of steel bar embedded in engineered cementitious composites under pullout load[J]. Construction and Building Materials, 2018, 168: 705-714.

    [23] ACHILLIDES Z, PILAKOUTAS K. Bond behavior of fiber reinforced polymer bars under direct pullout conditions[J]. Journal of Composites for Construction, 2004, 8(2): 173-181.

    [24] DAVALOS J F, CHEN Y, RAY I. Effect of FRP bar degradation on interface bond with high strength concrete[J]. Cement and Concrete Composites, 2008, 30(8): 722-730.

    TENG Xiaodan, YAO Qiyao, LU Chenyu, PAN Dingju, LI Zuo, XIE Zhengzhuan. Experimental Study on Bond-Slip Performance Between BFRP Bars and ECC with Graded Particle Size River Sand[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(4): 1264
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