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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Permeability and self-healing of cracked concrete as a function of temperature and crack width
Tests 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 degree 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
Tests 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 degree 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, H.W. (Autor:in) / Jooss, M. (Autor:in)
Cement and Concrete Research ; 33 ; 981-985
2003
5 Seiten, 8 Quellen
Aufsatz (Zeitschrift)
Englisch
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
Permeability of cracked concrete
| Springer Verlag | 1999