Performance Based Evaluation of Carbonation Resistance of Concrete According to Various Curing Conditions from Climate Change Effect

被引:17
|
作者
Kim, Tae-Kyun [1 ]
Choi, Seung-Jai [1 ]
Kim, Jang-Ho Jay [1 ]
Chu, Yong-Sik [2 ]
Yu, Eunjong [3 ]
机构
[1] Yonsei Univ, Sch Civil & Environm Engn, 134 Shinchon Dong, Seoul 03722, South Korea
[2] KICET, Seoul 52851, South Korea
[3] Hangyang Univ, Dept Architectural Engn, 222 Wangsipri Ro, Seoul 04763, South Korea
关键词
satisfaction curve; performance based evaluation; concrete; carbonation resistance; climate change; DEPTH; PBMD;
D O I
10.1007/s40069-017-0206-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recently, extreme climate change has been occurring globally not only in the simple form of temperature increases but also in a wide range of extreme climatic events, such as abnormal drought conditions and frequent typhoons. Among these various events, the greatest problem is found in global warming. The earth`s temperature has risen since the period of rapid industrial growth in the 1970s, and global warming occurs at the local level of regions and cities as well as the national level. The greenhouse gases that influence global warming include various types of chemical components, such as carbon dioxide (CO2), perfluorocarbons (PFCs), nitrous oxide (N2O), and methane (CH4). In addition, climate change is extending the construction period of concrete structures. Whereby increasing related economic losses. Pushing through construction projects without considering climate change is leading to concrete quality deterioration, causing poor constructions and consequently resulting in humans casualties and property damage. In particular, atmospheric CO2 generates calcium carbonate by reacting with concrete hydration products. This result is reinforcing bar corrosion and concrete durability reduction due to lowered alkalinity. Therefore, in this study, concrete durability performance with respect to carbonation resistance from curing conditions change due to wind speed and sunlight exposure time is evaluated. Based on concrete carbonation resistance data obtained using curing conditions of various wind speed and sunlight exposure time, performance based evaluation (PBE) is performed using the satisfaction curve (SC) developed from the carbonation resistance test results. Using the developed PBE of concrete performance, future concrete performance is predicted based on future climate scenario. Also, the concrete mix design solutions to the concrete performance degradation due to climate change effect is proposed.
引用
收藏
页码:687 / 700
页数:14
相关论文
共 50 条
  • [41] Prediction of Chloride Penetration Depth Rate and Diffusion Coefficient Rate of Concrete from Curing Condition Variations due to Climate Change Effect
    Kim, Tae-Kyun
    Choi, Seung-Jai
    Choi, Ji-Hun
    Kim, Jang-Ho Jay
    INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2019, 13 (01)
  • [42] Effect of mixture composition and initial curing conditions on scaling resistance of ternary (OPC/FA/SF) concrete
    Radlinski, Mateusz
    Olek, Jan
    Nantung, Tommy
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2008, 20 (10) : 668 - 677
  • [43] Prediction of Chloride Penetration Depth Rate and Diffusion Coefficient Rate of Concrete from Curing Condition Variations due to Climate Change Effect
    Tae-Kyun Kim
    Seung-Jai Choi
    Ji-Hun Choi
    Jang-Ho Jay Kim
    International Journal of Concrete Structures and Materials, 2019, 13
  • [44] Effect of curing conditions on freeze-thaw resistance of geopolymer mortars containing various calcium resources
    Jiao, Zhenzhen
    Li, Xueying
    Yu, Qinglin
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 313
  • [45] Evaluation of corrosion resistance of precast reinforced concrete subjected to early-age ambient pressure carbonation curing by accelerated impressed current method
    Xian, Xiangping
    Zhang, Duo
    Shao, Yixin
    Zhang, Shipeng
    JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2023, 12 (05) : 592 - 608
  • [46] Effect of Self-Curing Admixture and Sand Type on the Mechanical and Microstructural Properties of Concrete in Hot Climate Conditions
    Benouadah, Abdelatif
    Merbouh, M'hammed
    Nabil, Bella
    Benammar, Abdelhafid
    ANNALES DE CHIMIE-SCIENCE DES MATERIAUX, 2024, 48 (01): : 85 - 93
  • [47] Carbonation curing and long-term shrinkage performance of manufactured sand concrete with different strength grades from tunnel muck
    Liu, Chuanbei
    Liu, Pengfei
    Tang, Kaijing
    Guan, Sumin
    Luo, Xu
    Zhang, Lihua
    Liu, Laibao
    CONSTRUCTION AND BUILDING MATERIALS, 2025, 467
  • [48] The influence of Size Effect on high-volume fly-ash Concrete's Carbonation resistance performance
    Liu, Lifang
    Niu, Xiaoxia
    Yu, Wang
    Liu, Xiaoman
    ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 1121 - +
  • [49] Fresh, Mechanical, and Durability Behavior of Fly Ash-Based Self Compacted Geopolymer Concrete: Effect of Slag Content and Various Curing Conditions
    Sherwani, Aryan Far H.
    Younis, Khaleel H.
    Arndt, Ralf W.
    POLYMERS, 2022, 14 (15)
  • [50] A clean strategy of concrete curing in cold climate: Solar thermal energy storage based on phase change material
    Yu, Kunyang
    Jia, Minjie
    Yang, Yingzi
    Liu, Yushi
    APPLIED ENERGY, 2023, 331