A 3D petrographic analysis for concrete freeze-thaw protection

被引:12
|
作者
Song, Yu [1 ]
Damiani, Robbie M. [1 ]
Shen, Chuanyue [1 ]
Castaneda, Daniel I. [2 ]
Lange, David A. [3 ]
机构
[1] Univ Illinois, Dept Civil & Environm Engn, 2145 Newmark Civil Engn Bldg,205 N Mathews, Urbana, IL 61801 USA
[2] James Madison Univ, Dept Engn, 801 Carrier Dr,MSC 4113, Harrisonburg, VA 22807 USA
[3] Univ Illinois, Dept Civil & Environm Engn, 2129b Newmark Civil Engn Bldg,205 N Mathews, Urbana, IL 61801 USA
关键词
Petrography; Freeze-thaw; Spacing factor; Image analysis; Unfolding; Air void analysis; 3D modeling; PPV analysis; Paste protection; AIR VOID ANALYSIS; PASTE VOLUME CONCEPT; HARDENED CONCRETE; FROST-RESISTANCE; ENTRAINMENT; MECHANISMS;
D O I
10.1016/j.cemconres.2019.105952
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Petrographic analysis is routinely implemented to measure air void parameters for predicting freeze-thaw durability of concrete. The 1D or 2D measurements obtained from polished concrete sections are used to infer 3D protection of the paste. Since an arbitrary point in a section view may be partially protected by air voids that are not intersected, a stereological model is proposed to consider both intersected and un-intersected voids. The model is tested with a group of concrete mixtures with varying air entrainment, mix proportion, and aggregate type. As compared with the 2D analysis, this 3D analysis indicates a higher percent of cement paste being protected. When equating the protection range to Powers' spacing factor, it is found that roughly 98% of paste is protected in 3D. Findings in this study also align with results obtained by other authors using numerical simulation and computed tomography. This model offers a realistic concrete freeze-thaw assessment.
引用
收藏
页数:12
相关论文
共 50 条
  • [31] Evaluation of rebar corrosion in reinforced concrete under freeze-thaw environment and protection measures
    Ma, Zhiming
    Zhao, Tiejun
    Xiao, Jianzhuang
    Guan, Ting
    ANTI-CORROSION METHODS AND MATERIALS, 2016, 63 (02) : 128 - 136
  • [32] Freeze-thaw damage evaluation and model creation for concrete exposed to freeze-thaw cycles at early-age
    Liu, Dongyun
    Tu, Yongming
    Sas, Gabriel
    Elfgren, Lennart
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 312
  • [33] Effects of Carbonation and Freeze-thaw Cycles on Microstructure of Concrete
    Rao Meijuan
    Li Mingxia
    Yang Huaquan
    Li Xiang
    Dong Yun
    JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2016, 31 (05): : 1018 - 1025
  • [34] Freeze-thaw resistance testing of concrete railway sleepers
    Kolio, A.
    Rantala, T.
    Lahdensivu, J.
    Nurmikolu, A.
    CONCRETE SOLUTIONS: PROCEEDINGS OF CONCRETE SOLUTIONS, 5TH INTERNATIONAL CONFERENCE ON CONCRETE REPAIR, 2014, : 533 - 539
  • [35] Effect of freeze-thaw damage on chloride ingress into concrete
    Kessler, Sylvia
    Thiel, Charlotte
    Grosse, Christian U.
    Gehlen, Christoph
    MATERIALS AND STRUCTURES, 2017, 50 (02)
  • [36] Advances in damage of concrete due to freeze-thaw circles
    Fan, Caixia
    Tian, Hao
    SUSTAINABLE DEVELOPMENT OF URBAN AND RURAL AREAS, 2014, 507 : 204 - +
  • [37] Freeze-thaw resistance of concrete with marginal air content
    Tanesi, Jussara
    Meininger, Richard
    TRANSPORTATION RESEARCH RECORD, 2007, (2020) : 61 - 66
  • [38] The Effect of Freeze-Thaw Damage on Corrosion in Reinforced Concrete
    Lu, Xiao-Chun
    Guan, Bin
    Chen, Bo-Fu
    Zhang, Xin
    Xiong, Bo-bo
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021
  • [39] MATHEMATICAL-MODEL FOR FREEZE-THAW DURABILITY OF CONCRETE
    BAZANT, ZP
    CHERN, JC
    ROSENBERG, AM
    GAIDIS, JM
    JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 1988, 71 (09) : 776 - 783
  • [40] FREEZE-THAW DURABILITY AND SCALING RESISTANCE OF CONCRETE PAVING
    BOISVERT, J
    MARCHAND, J
    PIGEON, M
    ISABELLE, HL
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 1992, 19 (06) : 1017 - 1024