A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Restrain Effect of Expansive Admixture in Concrete Members
This paper evaluated the restrain effect to cracks in the concrete members containing expansive admixture addition. An experimental study modeling the slab of the field bridge is performed. The free strain, the actual strain of specimens with or without expansive admixture and steel bars is measured. Based on the experimental results, the internal restrain effect and steel restrain effect to cracks are calculated as approximately 0.35 and 0.2~0.3 respectively.
Restrain Effect of Expansive Admixture in Concrete Members
This paper evaluated the restrain effect to cracks in the concrete members containing expansive admixture addition. An experimental study modeling the slab of the field bridge is performed. The free strain, the actual strain of specimens with or without expansive admixture and steel bars is measured. Based on the experimental results, the internal restrain effect and steel restrain effect to cracks are calculated as approximately 0.35 and 0.2~0.3 respectively.
Restrain Effect of Expansive Admixture in Concrete Members
Advanced Materials Research ; 671-674 ; 1785-1790
2013-03-11
6 pages
Article (Journal)
Electronic Resource
English
Restrain Effect of Expansive Admixture in Concrete Members
| British Library Conference Proceedings | 2013