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.
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页码：1 / 14and43
页数：1442
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共 106 条
  • [31] Niu D., Dong Z., Pu Y., Random model of predicting the carbonated concrete depth, Industrial Construction, 29, 9, pp. 41-45, (1999)
  • [32] Tanaka K., Jeon J.H., Nawa T., Et al., Effect of fatigue by flexure on pore structure and carbonation of concrete and mortar, Journal of Structural & Construction Engineering, 65, 538, pp. 15-19, (2000)
  • [33] Zhou Y., Niu D., Miao Y., Et al., An experimental study of carbonation of concrete under flexural fatigue, Industrial Construction, 46, 8, pp. 123-126, (2016)
  • [34] Jiang J., Sun W., Jin Z., Et al., Service life prediction of structural concrete under coupled interactions of fatigue loading and carbonation factor, Journal of Building Materials, 13, 3, pp. 304-309, (2010)
  • [35] Jiang C., Gu X., Zhang W., Et al., Modeling of carbonation in tensile zone of plain concrete beams damaged by cyclic loading, Construction and Building Materials, 77, pp. 479-488, (2015)
  • [36] Hu X., Analysis for simulation test on acid rain attacking concrete, Journal of the Chinese Ceramic Society, 36, pp. 147-152, (2008)
  • [37] Xie S., Zhou D., Zhou Q., Et al., Study on the effect of simulated acid rain on concrete, Environmental Science, 16, 5, pp. 22-26, (1995)
  • [38] Zhang H., Gao Q., Dong X., Et al., Pseudo-carbonization of concrete by acid rain, Concrete, 2, pp. 12-14, (2008)
  • [39] Liu H., Zhou D., Xie S., Study on the Influence of Acid Rain on Concrete Performance in Southwest China, Journal of Harbin Institute of Technology, 29, 6, pp. 101-104, (1997)
  • [40] Niu D., Zhou H., Niu J., Investigation of neutralization of concrete under loads by accelerated acid rain test, Bulletin of the Chinese Ceramic Society, 28, 3, pp. 411-415, (2009)
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