Zobrazeno 1 - 10
of 58
pro vyhledávání: '"XIAO-BAO ZUO"'
Publikováno v:
Materials & Design, Vol 241, Iss , Pp 112908- (2024)
External sulfate attack (ESA) coupled with wetting–drying alternation poses a significant threat to the concrete durability, while there are few models to simulate the above ESA behavior. In this paper, a simplified transport-mechanical model is pr
Externí odkaz:
https://doaj.org/article/3855096ab02d48a19b7479d621086fa1
Publikováno v:
In Journal of CO2 Utilization May 2024 83
Autor:
Hong-Liang Zhang, Xiao-Bao Zuo, Jia-Yuan Liu, Yu-Xiao Zou, Xiang-Nan Li, Zi-Hao Zhang, Liang Li
Publikováno v:
Journal of Advanced Concrete Technology. 20:596-608
Publikováno v:
Key Engineering Materials. 929:105-115
Concrete carbonation serves as one common durability issues in reinforced concrete structures at present. In order to understand the carbonation mechanism, many methods were developed by previous researchers for the characterization of concrete carbo
Publikováno v:
Key Engineering Materials. 929:201-212
In order to reveal the carbonation mechanism of alkali-activated concrete, the accelerated carbonation tests based on alkali-activated slag pastes were carried out. The evolution of microstructure and chemical composition for alkali-activated slag pa
Publikováno v:
Ocean Engineering. 276:114314
Autor:
Xiangnan Li, Xiao-Bao Zuo
Publikováno v:
International Journal of Electrochemical Science. :6359-6375
Publikováno v:
Journal of Sustainable Cement-Based Materials. 9:112-126
The combined action of chloride and sulfate attacks is an important durability problem for RC structures long-termly dwelled in marine environment. This paper experimentally investigates the influe...
Publikováno v:
Coatings. 13:174
Cementitious concrete structures serving in sulfate environments suffer from serious durability challenges caused by chemical sulfate attacks (CSA), which lead to the volume expansion, cracking, and spalling of concrete and the early failure of struc
Publikováno v:
Construction and Building Materials. 224:762-772
In order to study the influence of flowing velocity of solution on the leaching-abrasion behavior of concrete, this paper conducts a series of accelerated corrosion experiments on specimens in 1 M ammonium chloride solution with 0.0, 0.5, 1.0 and 2.5