A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Permeability and self-healing of cracked concrete as a function of temperature and crack width
AbstractTests have been carried out on a high-strength concrete establishing permeability and self-healing behaviour of cracked concrete as a function of temperature between 20 and 80 °C and crack width between 0.05 and 0.20 mm. The results show a considerable increase of water transport with temperature. Theoretical prediction on the basis of thermodynamics showed reasonable to good agreement between theory and experiment.
Permeability and self-healing of cracked concrete as a function of temperature and crack width
AbstractTests have been carried out on a high-strength concrete establishing permeability and self-healing behaviour of cracked concrete as a function of temperature between 20 and 80 °C and crack width between 0.05 and 0.20 mm. The results show a considerable increase of water transport with temperature. Theoretical prediction on the basis of thermodynamics showed reasonable to good agreement between theory and experiment.
Permeability and self-healing of cracked concrete as a function of temperature and crack width
Reinhardt, Hans-Wolf (author) / Jooss, Martin (author)
Cement and Concrete Research ; 33 ; 981-985
2002-12-09
5 pages
Article (Journal)
Electronic Resource
English
Permeability and self-healing of cracked concrete as a function of temperature and crack width
| British Library Online Contents | 2003
Permeability and self-healing of cracked concrete as a function of temperature and crack width
| Online Contents | 2003
Permeability, of cracked concrete
| British Library Online Contents | 1999