The mechanical properties of concrete exposed to harsh and complex environments of plateaus at early ages

被引:2
作者
Rong, Hui [1 ,2 ]
Wang, Baoshan [2 ]
Huang, Jun bo [3 ]
Shi, Ye [4 ]
Zheng, Xinguo [5 ]
机构
[1] Tianjin Chengjian Univ, Sch Mat Sci & Engn, Tianjin 300384, Peoples R China
[2] Tianjin Chengjian Univ, Tianjin Key Lab Bldg Green Funct Mat, Tianjin 300384, Peoples R China
[3] China Construct Fifth Engn Bur Co Ltd, Zhengzhou 410000, Peoples R China
[4] Tianjin Chengjian Univ, Sch Civil Engn, Tianjin 300384, Peoples R China
[5] China Acad Railway Sci Co Ltd, Beijing 100081, Peoples R China
来源
JOURNAL OF BUILDING ENGINEERING | 2024年 / 97卷
关键词
Concrete; High-altitude; Complex environment; Multi-factor coupling; Mechanical properties;
D O I
10.1016/j.jobe.2024.110808
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The independently designed walk-in concrete low-pressure forming chamber and complex environment simulation chamber were employed to more accurately investigate the evolution of mechanical properties of concrete under the complex environment of the plateau. The quantitative comparison of the differences in the impact of each environmental factor on performance under complex coupled environments was conducted using two methods: grey correlation analysis and relative strength method. Meanwhile, the hydration and pore structure of concrete under the complex environment of plateau were studied by TG analysis and MIP analysis. The results showed that the high-altitude complex environment has a significant deterioration effect on the mechanical properties of concrete, mainly due to the decrease in the degree of hydration and pore structure deterioration. The environmental humidity and temperature difference are the main factors affecting the mechanical properties, and the complex environment has a more significant effect on the flexural strength of concrete than the compressive strength of concrete.
引用
收藏
页数:16
相关论文
共 48 条
[1]   Development of a portable device and compensation method for the prediction of the adiabatic temperature rise of concrete [J].
An, Gyeong-Hee ;
Park, Jae-Min ;
Cha, Sang-Lyul ;
Kim, Jin-Keun .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 102 :640-647
[2]  
An M., 2023, Railway technical standard, V5, P10
[3]  
Barre F., 2016, Control of Cracking in Reinforced Concrete Structures: Research Project
[4]   Five year drying of high performance concretes: Effect of temperature and cement-type on shrinkage [J].
Brue, F. N. G. ;
Davy, C. A. ;
Burlion, N. ;
Skoczylas, F. ;
Bourbon, X. .
CEMENT AND CONCRETE RESEARCH, 2017, 99 :70-85
[5]   Long-term shrinkage performance and anti-cracking technology of concrete under dry-cold environment with large temperature differences [J].
Cai, Chang ;
Tang, Huiqi ;
Wen, Tao ;
Li, Jiyun ;
Chen, Zhao ;
Li, Fuhai ;
Su, Qian ;
Li, Rui .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 349
[6]   An RF and LSSVM-NSGA-II method for the multi-objective optimization of high-performance concrete durability [J].
Chen, Hongyu ;
Deng, Tingting ;
Du, Ting ;
Chen, Bin ;
Skibniewski, Miroslaw J. ;
Zhang, Limao .
CEMENT & CONCRETE COMPOSITES, 2022, 129
[7]   Microstructures and properties of concrete surfaces under different exposure conditions in complex natural environments of high-altitude regions [J].
Chen, Xin ;
Liu, Xu ;
Feng, Yongrui ;
Huang, Xin ;
Li, Lihui ;
Ge, Yong ;
Tian, Bo .
JOURNAL OF BUILDING ENGINEERING, 2023, 72
[8]   Effects of the early curing regime on the properties and pore structure of concrete in an environment with high altitudes and low atmospheric pressures [J].
Chu, Yingjie ;
Guo, Li-Ping ;
Dai, Guang-Zhi ;
Wu, Jian-Dong ;
Lyu, Bang-Cheng ;
Fei, Xiang-Peng ;
Chen, Hai-Tao ;
Chen, Bo .
JOURNAL OF BUILDING ENGINEERING, 2024, 82
[9]   Research on the effect of steam curing temperature and duration on the strength of manufactured sand concrete and strength estimation model considering thermal damage [J].
Duan, Yun ;
Wang, Qicai ;
Yang, Zijiang ;
Cui, Xiaoning ;
Liu, Fei ;
Chen, Hai .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 315
[10]   Effect of conditioning temperature on the strength and permeability of normal- and high-strength concrete [J].
Gardner, DR ;
Lark, RJ ;
Barr, B .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (07) :1400-1406