A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effcets of Water-Cement Ratio on Tensile Basic Creep of Early-Aged Concrete
The effects of water-cement ratio on the tensile creep of early-age concrete under constant load were investigated. Creep and shrinkage of concrete under sealed curing condition was researched to determine the tensile basic creep of concrete. The results indicate that, as in compression, creep of concrete in tensile is very sensitive to water to cement ratio. The results also indicate that the tensile creep increases with the water to cement ratio. And that the tensile creep develops rapidly within the first day after loading.
Effcets of Water-Cement Ratio on Tensile Basic Creep of Early-Aged Concrete
The effects of water-cement ratio on the tensile creep of early-age concrete under constant load were investigated. Creep and shrinkage of concrete under sealed curing condition was researched to determine the tensile basic creep of concrete. The results indicate that, as in compression, creep of concrete in tensile is very sensitive to water to cement ratio. The results also indicate that the tensile creep increases with the water to cement ratio. And that the tensile creep develops rapidly within the first day after loading.
Effcets of Water-Cement Ratio on Tensile Basic Creep of Early-Aged Concrete
Advanced Materials Research ; 243-249 ; 5756-5759
2011-05-17
4 pages
Article (Journal)
Electronic Resource
English
Effcets of Water-Cement Ratio on Tensile Basic Creep of Early-Aged Concrete
| British Library Conference Proceedings | 2011
Tensile basic creep of early-age concrete under constant load
| British Library Conference Proceedings | 2001
Tensile basic creep of early-age concrete under constant load
| Online Contents | 2001
Tensile basic creep of early-age concrete under constant load
| British Library Online Contents | 2001
Tensile basic creep of early-age concrete under constant load
| Tema Archive | 2001