• 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 54 Issue 6
Nov.  2019
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Article Contents
SHU Gang, ZHANG Qinghua, HUANG Yun, BU Yizhi. Micromechanical Analysis of Steel Fiber Corrosion in Ultra-high Performance Concrete[J]. Journal of Southwest Jiaotong University, 2019, 54(6): 1268-1276. doi: 10.3969/j.issn.0258-2724.20170453
Citation: SHU Gang, ZHANG Qinghua, HUANG Yun, BU Yizhi. Micromechanical Analysis of Steel Fiber Corrosion in Ultra-high Performance Concrete[J]. Journal of Southwest Jiaotong University, 2019, 54(6): 1268-1276. doi: 10.3969/j.issn.0258-2724.20170453

Micromechanical Analysis of Steel Fiber Corrosion in Ultra-high Performance Concrete

doi: 10.3969/j.issn.0258-2724.20170453
  • Received Date: 14 Jun 2017
  • Rev Recd Date: 20 Jun 2018
  • Available Online: 22 Jun 2018
  • Publish Date: 01 Dec 2019
  • In order to study the influence of the volume content and corrosion degree of the steel fiber on the strength and deformation of the structure, the large-volume randomization of the steel fiber in ultra-high performance concrete (UHPC) matrix was realized by the ABAQUS software redeveloped by self-compiling Python script file. Based on this, the UHPC defect corrosion simulation method was developed and the equivalent method of the steel fiber corrosion was explored. Finally, the UHPC beam four-point bending test was taked as an example to verify the UHPC micromechanics analysis method, corrosion simulation method, and equivalent means. The results show that when the fiber volume content is 2%, the UHPC beam has the best bending resistance; corrosion weakens the cross-section of fibers, stress concentration near the corrosion pits and the destroyed interfacial bonding are the key factors affecting the corrosion effect. The random material property distribution method is limited to simulate the macroscopic deformation of UHPC beams, and can’t accurately simulate the distribution of stress field.

     

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  • 赵筠,廉慧珍,金建昌. 钢-混凝土复合的新模式——超高性能混凝土(UHPC/UHPFRC)之一:钢-混凝土复合模式的现状、问题及对策与UHPC发展历程[J]. 混凝土世界,2013,52: 56-69. doi: 10.3969/j.issn.1674-7011.2013.05.013

    ZHAO Jun, LIAN Huizhen, JIN Jianchang. A new model of steel concrete composite— ultra-high performance concrete (UHPC/UHPFRC):the current situation,problems and countermeasures of steel concrete composite model and the development of UHPC[J]. China Concrete, 2013, 52: 56-69. doi: 10.3969/j.issn.1674-7011.2013.05.013
    AITCIN P C. High-performance concrete[M]. London: E & FN Spon, 2004: 22-30.
    WILLE K, NAAMAN A E, EL-TAWIL S, et al. Ultra-high performance concrete and fiber reinforced concrete:achieving strength and ductility without heat curing[J]. Materials & Structures, 2012, 45(3): 309-324.
    阎培渝. 超高性能混凝土(UHPC)的发展与现状[J]. 混凝土世界,2010,15: 36-41. doi: 10.3969/j.issn.1674-7011.2010.02.010

    YAN Peiyu. Development and present situation of ultra-high performance concrete (UHPC)[J]. China Concrete, 2010, 15: 36-41. doi: 10.3969/j.issn.1674-7011.2010.02.010
    PIMIENTA P, CHANVILLARD G. Durability of UHPFRC specimens kept in various aggressive environments[C]//10DBMC International Conference on Durability of Building Materials and Components. Paris: [s.n.], 2005: 17-20.
    TOUTLEMONDE F, BOUTEILLER V, PLATRET G, et al. Field demonstration of UHPFRC durability[J]. Concrete International, 2010, 10: 39-45.
    赵军,李洪杰,高丹盈. 锈蚀后钢纤维和钢纤维混凝土的力学性能[J]. 建筑材料学报,2015,18(3): 409-414. doi: 10.3969/j.issn.1007-9629.2015.03.009

    ZHAO Jun, LI Hongjie, GAO Danying. Mechanical properties of steel fiber and steel fiber reinforced concrete after corrosion[J]. Journal of Building Materials, 2015, 18(3): 409-414. doi: 10.3969/j.issn.1007-9629.2015.03.009
    高丹盈,陈刚,HADI M N S,et al. 锈蚀钢纤维力学性能及极限拉伸荷载计算方法[J]. 建筑材料学报,2016,19(3): 436-441. doi: 10.3969/j.issn.1007-9629.2016.03.004

    GAO Danying, CHEN Gang, HADI M N S, et al. Mechanical properties and calculation method for ultimate tensile load of corroded steel fibers[J]. Journal of Building Materials, 2016, 19(3): 436-441. doi: 10.3969/j.issn.1007-9629.2016.03.004
    张研, 张子明. 材料细观力学[M]. 北京: 科学出版社, 2008: 10-15.
    王娟,李庆斌,卿龙邦,等. 基于细观结构统计特征的混凝土几何代表体尺寸研究[J]. 工程力学,2012,29(12): 1-6. doi: 10.6052/j.issn.1000-4750.2011.05.0278

    WANG Juan, LI Qingbin, QING Longbang, et al. Studies on representative volume element size of concrete based on meso-structure statistics[J]. Engineering Mechanics, 2012, 29(12): 1-6. doi: 10.6052/j.issn.1000-4750.2011.05.0278
    王文谈. 超高性能纤维增强混凝土(UHPFRC)的实验研究及低速冲击有限元模拟[D]. 成都: 西南交通大学, 2015.
    徐亦冬. 混凝土中钢筋的不均匀锈蚀特征与本构关系[D]. 南京: 东南大学, 2013.
    中国工程建设标准化协会标准. 纤维混凝土试验方法标准: CECS 13—2009[S]. 北京: 中国计划出版社, 2010.
    杨克家, 李桅, 陈联盟. RPC损伤塑性本构模型建构及应用[C]// 第23届全国结构工程学术会议论文集(第Ⅱ册). 北京: [出版者不详], 2014: 161-167.
    王文谈, 魏耀富, 蒋晗, 等.超高性能钢纤维增强混凝土力学性能的实验研究[J].应用数学和力学, 2014, 35(增刊1):295-298.

    WANG Wentan, WEI Yaofu, JIANG Han, et al. Mechanical properties of ultrahigh performance steel fiber reinforced concrete[J]. Experimental Study, 2014, 35 (S1): 295-298
    ROSSI P. Development of new cement composite materials for construction[J]. Proceedings of the Institution of Mechanical Engineers,Part L:Journal of Materials:Design and Applications, 2005, 219(1): 67-74. doi: 10.1243/146442005X10193
    王发洲,胡曙光,丁庆军,等. 高性能复合道路水泥混凝土的研究[J]. 中国公路学报,2000,13(3): 12-14. doi: 10.3321/j.issn:1001-7372.2000.03.004

    WANG Fazhou, HU Shuguang, DING Qingjun, et al. Research on the high performance composite road concrete[J]. China Journal of Highway and Transport, 2000, 13(3): 12-14. doi: 10.3321/j.issn:1001-7372.2000.03.004
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