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A platform for research: civil engineering, architecture and urbanism
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. (author) / Jooss, M. (author)
Cement and Concrete Research ; 33 ; 981-985
2003
5 Seiten, 8 Quellen
Article (Journal)
English
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