Research progress on durability of stressed concrete under environmental actions

被引:0
|
作者
Luo D.-M. [1 ,2 ]
Niu D.-T. [1 ,2 ]
Su L. [1 ,2 ]
机构
[1] State Key Laboratory of Green Building in Western China, Xi'an University of Architecture and Technology, Xi'an, 710055, Shaanxi
[2] School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, 710055, Shaanxi
来源
Gongcheng Lixue/Engineering Mechanics | 2019年 / 36卷 / 01期
关键词
Concrete durability; Concrete neutralization; Freezing-thawing cycle; Ion erosion; Load;
D O I
10.6052/j.issn.1000-4750.2018.08.ST11
中图分类号
学科分类号
摘要
Field concrete structures are often working under the coupling effect of mechanical loads and environmental actions. The loads acting on a structure may cause the change of the physical properties of the concrete, and then influence the durability of a concrete structure. The research results of concrete durability have a certain deviation when neglecting the effect of loading. Recent studies on the durability of stressed concrete under the environmental actions are summarized, and the research results of concrete impermeability, concrete neutralization, ion erosion, and freezing-thawing are emphatically introduced, and the prospect of concrete durability research is put forward. © 2019, Engineering Mechanics Press. All right reserved.
引用
收藏
页码:1 / 14and43
页数:1442
相关论文
共 106 条
  • [1] CECS 220: 2007, Standard for Durability Assessment of Concrete Structures, (2007)
  • [2] GB/T 50476-2008, Code for durability design of concrete structures, (2009)
  • [3] Du X., Jin L., Research on effective mechanical properties of concrete composite material with pores, Engineering Mechanics, 29, 6, pp. 70-77, (2012)
  • [4] Hoseini M., Bindiganavile V., Banthia N., The effect of mechanical stress on permeability of concrete: A review, Cement and Concrete Composites, 31, 4, pp. 213-220, (2009)
  • [5] Liu H., Zhao T., Cao C., Et al., Research on the micro-crack and permeability of concrete under axial compressive load, Concrete, 3, pp. 1-4, (2016)
  • [6] Li Q., Investigation on microstrucmre of concrete under carbonation and coupling action of load and carbonation, (2012)
  • [7] Jiang F., Zhu F., Zhao T., Influence of static and dynamic uniaxial tensile load induced damage on porosity of concrete and the effect of self-healing, Journal of Highway and Transportation Research and Development, 29, 1, pp. 64-69, (2012)
  • [8] Zhang P., Wang S., Han J., Et al., Carbonation resistance and microstructure evolution of concrete under static load test, Concrete, 10, pp. 45-51, (2017)
  • [9] Aldea C.M., Shah S.P., Karr A., Effect of Cracking on Water and Chloride Permeability of Concrete, Journal of Materials in Civil Engineering, 11, 3, pp. 181-187, (1999)
  • [10] Aldea C.M., Shah S.P., Karr A., Permeability of cracked concrete, Materials & Structures, 32, 5, pp. 370-376, (1999)