• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 57 Issue 6
Dec.  2022
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Article Contents
ZHOU Ji, CHEN Zongping, TANG Jiyu, CHEN Yuliang. Time Variation of Mechanical Properties of Ultra-High Pumped Self-Compacting Concrete Within One Year of Age[J]. Journal of Southwest Jiaotong University, 2022, 57(6): 1175-1183. doi: 10.3969/j.issn.0258-2724.20200746
Citation: ZHOU Ji, CHEN Zongping, TANG Jiyu, CHEN Yuliang. Time Variation of Mechanical Properties of Ultra-High Pumped Self-Compacting Concrete Within One Year of Age[J]. Journal of Southwest Jiaotong University, 2022, 57(6): 1175-1183. doi: 10.3969/j.issn.0258-2724.20200746

Time Variation of Mechanical Properties of Ultra-High Pumped Self-Compacting Concrete Within One Year of Age

doi: 10.3969/j.issn.0258-2724.20200746
  • Received Date: 03 Nov 2020
  • Rev Recd Date: 28 Feb 2021
  • Available Online: 08 Aug 2022
  • Publish Date: 02 Mar 2021
  • In order to reveal the time-varying laws of the axial compressive strength, elastic modulus and splitting tensile strength of the pumped self-compacting concrete (SCC) in super high-rise buildings during the construction period, and to provide a basis for mechanical performance analysis of super high-rise buildings in construction stage, 120 specimens, including 96 cylindrical specimens and 24 cube specimens, were fabricated by pumping the SCC of a high-rise building over 400 m, their mechanical properties were tested at different ages, and the stress-strain curves of the ultra-high pumped SCC were obtained. Based on the tested results, formulas for calculating the time-varying relationship of the mechanical properties were proposed. The results show that the ultra-high pumped SCC has good compactness under vibration-free conditions. With the increase of age, the peak stress of the ultra-high pumped SCC increases, and the peak strain is significantly greater than that of ordinary concrete. The period of early 14 d is the key stage for the growth of various properties; the elastic modulus tends to stabilize after 90 d, while the axial compressive strength and split tensile strength still increase significantly after 28 d. When the age T ≤ 60 d, the axial compressive stiffness of the ultra-high pumped SCC increases with time, while the relative toughness decreases. When T > 60 d, both of them change little and tend to be stable. The improvement of strength of the pumped SCC in super high-rise buildings can accelerate the development of its early performance, and increase the axial compressive stiffness and relative toughness. The proposed calculation formulas of time-varying mechanical properties can provide a reliable basis for prediction and evaluation of mechanical performance of the pumped SCC in super high-rise buildings.

     

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  • [1]
    KAMAL M M, SAFAN M A, BASHANDY A A, et al. Experimental investigation on the behavior of normal strength and high strength self-curing self-compacting concrete[J]. Journal of Building Engineering, 2018, 16: 79-93. doi: 10.1016/j.jobe.2017.12.012
    [2]
    刘运华,谢友均,龙广成. 自密实混凝土研究进展[J]. 硅酸盐学报,2007,35(5): 671-678. doi: 10.3321/j.issn:0454-5648.2007.05.028

    LIU Yunhua, XIE Youjun, LONG Guangcheng. Progress of research on self-compacting concrete[J]. Journal of the Chinese Ceramic Society, 2007, 35(5): 671-678. doi: 10.3321/j.issn:0454-5648.2007.05.028
    [3]
    HAZAREE C, MAHADEVAN V. Single stage concrete pumping through 2.432 km (1.51 miles): weather and execution challenges[J]. Case Studies in Construction Materials, 2015, 3: 56-69. doi: 10.1016/j.cscm.2015.05.001
    [4]
    TAN Y Q, ZHANG H, YANG D M, et al. Numerical simulation of concrete pumping process and investigation of wear mechanism of the piping wall[J]. Tribology International, 2012, 46(1): 137-144.
    [5]
    ROZIÈRE E, GRANGER S, TURCRY P, et al. Influence of paste volume on shrinkage cracking and fracture properties of self-compacting concrete[J]. Cement and Concrete Composites, 2007, 29(8): 626-636. doi: 10.1016/j.cemconcomp.2007.03.010
    [6]
    ZHAO Y, MA J, WU Z, et al. Study on fracture properties of self-compacting concrete using wedge splitting test[C]//Proceedings of the 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete. Paris: RILEM Publication SARL, 2005: 421-428
    [7]
    OMRANE M, KENAI S, KADRI E H, et al. Performance and durability of self-compacting concrete using recycled concrete aggregates and natural pozzolan[J]. Journal of Cleaner Production, 2017, 165: 415-430. doi: 10.1016/j.jclepro.2017.07.139
    [8]
    SANTOS S, DA SILVA P R, DE BRITO J. Self-compacting concrete with recycled aggregates-A literature review[J]. Journal of Building Engineering, 2019, 22: 349-371. doi: 10.1016/j.jobe.2019.01.001
    [9]
    ZHU W Z, BARTOS P J M. Permeation properties of self-compacting concrete[J]. Cement and Concrete Research, 2003, 33(6): 921-926. doi: 10.1016/S0008-8846(02)01090-6
    [10]
    元强,李白云,史才军,等. 混凝土泵送性能的流变学表征及预测综述[J]. 材料导报,2018,32(17): 2976-2985. doi: 10.11896/j.issn.1005-023X.2018.17.011

    YUAN Qiang, LI Baiyun, SHI Caijun, et al. An overview on the prediction and rheological characterization of pumping concrete[J]. Materials Review, 2018, 32(17): 2976-2985. doi: 10.11896/j.issn.1005-023X.2018.17.011
    [11]
    中华人民共和国建设部, 国家质量监督检验检疫总局. 普通混凝土力学性能试验方法标准: GB/T 50081—2002[S]. 北京: 中国建筑工业出版社, 2003.
    [12]
    LI L, HWANG C L. Analysis on the stress-strain behavior of self-consolidating concrete[C]//SCC2005-China: 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete. [S.l.]: RILEM Publications SARL, 2005: 517-522.
    [13]
    朱伯芳. 大体积混凝土温度应力与温度控制[M]. 北京: 中国电力出版社, 2003.
    [14]
    TAERWE L. Fib model code for concrete structures 2010[M]. [S.l.]: Ernst & Sohn, Wiley, 2013.
    [15]
    杨久俊,刘俊霞,韩静宜,等. 大流动度超高强钢纤维混凝土力学性能研究[J]. 建筑材料学报,2010,13(1): 1-6. doi: 10.3969/j.issn.1007-9629.2010.01.001

    YANG Jiujun, LIU Junxia, HAN Jingyi, et al. Studies on mechanical property of high fluidity steel fiber reinforced ultra-high strength concrete[J]. Journal of Building Materials, 2010, 13(1): 1-6. doi: 10.3969/j.issn.1007-9629.2010.01.001
    [16]
    中华人民共和国住房和城乡建设部. 混凝土结构设计规范: GB 50010—2010[S]. 北京: 中国建筑工业出版社, 2011.
    [17]
    赵军,高丹盈. 高性能自密实混凝土的力学及变形性能试验研究[J]. 中外公路,2006,26(2): 161-165. doi: 10.3969/j.issn.1671-2579.2006.02.045
    [18]
    王建新. 高性能自密实混凝土力学性能及抗冻性能研究[D]. 长春: 吉林大学, 2019.
    [19]
    NIKBIN I M, BEYGI M H A, KAZEMI M T, et al. A comprehensive investigation into the effect of aging and coarse aggregate size and volume on mechanical properties of self-compacting concrete[J]. Materials & Design, 2014, 59: 199-210.
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