A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Anisotropic effects of corrosion direction on the mechanical behaviors of cement mortar
In order to understand the influence of seawater corrosion on the mechanical behaviors of cement mortar, uniaxial compression tests were performed on the cement mortar specimens after corrosion in diverse directions. In this study, solutions of NaCl and Na2SO4 were prepared and used to simulate seawater. In addition, the differences of mechanical behaviors of cement mortar specimens after being immersed in solutions in uni‐, bi‐, and triaxial‐directions were also compared. Test results show that the compressive strength of cement mortar after immersed in sodium chloride solution is higher than that in sodium sulfate solution. The peak strain of cement mortar specimen after immersed in sodium chloride solution is lower than that in sodium sulfate solution after unidirection corrosion. Moreover, the compressive strength and peak strain of cement mortar specimen when the loading direction is parallel to the corrosion direction are both higher than those when the loading direction is perpendicular to the corrosion direction.
Anisotropic effects of corrosion direction on the mechanical behaviors of cement mortar
In order to understand the influence of seawater corrosion on the mechanical behaviors of cement mortar, uniaxial compression tests were performed on the cement mortar specimens after corrosion in diverse directions. In this study, solutions of NaCl and Na2SO4 were prepared and used to simulate seawater. In addition, the differences of mechanical behaviors of cement mortar specimens after being immersed in solutions in uni‐, bi‐, and triaxial‐directions were also compared. Test results show that the compressive strength of cement mortar after immersed in sodium chloride solution is higher than that in sodium sulfate solution. The peak strain of cement mortar specimen after immersed in sodium chloride solution is lower than that in sodium sulfate solution after unidirection corrosion. Moreover, the compressive strength and peak strain of cement mortar specimen when the loading direction is parallel to the corrosion direction are both higher than those when the loading direction is perpendicular to the corrosion direction.
Anisotropic effects of corrosion direction on the mechanical behaviors of cement mortar
Liang‐Xiao, Xiong (author) / Hai‐Jun, Chen (author) / Yao, Zhang (author)
Structural Concrete ; 20 ; 2206-2219
2019-12-01
14 pages
Article (Journal)
Electronic Resource
English
Mechanical Behaviors of HDPE Fiber Reinforced Cement Mortar
| British Library Conference Proceedings | 2013
Mechanical Behaviors of HDPE Fiber Reinforced Cement Mortar
| Tema Archive | 2013
Corrosion Behavior of Limestone Cement Mortar
| British Library Conference Proceedings | 1999
Sulfate Corrosion Behavior of Slag Cement Mortar
| British Library Online Contents | 2014