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Chloride permeability of concrete under static and repeated compressive loading
The chloride permeability of normal weigth concrete subjected to static and repeated compressive loading was evaluated by using the AASHTO T277 test method. The results of concrete under static loading showed that the application of loads up to 90 % of the ultimate stength had little effect on the chloride permeability. It was found from the results of concrete under repeated loading that load repititions at the maximum stress levels of 60 % or more caused the chloride permeability to increase significantly. The test results also indicated that the chloride permeability of concrete subjected to static and repeated loading increased at an increasing rate with its residual strain. The relation between the chloride permeability obtained and the cracking behaviour of concrete previously reported was discussed.
Chloride permeability of concrete under static and repeated compressive loading
The chloride permeability of normal weigth concrete subjected to static and repeated compressive loading was evaluated by using the AASHTO T277 test method. The results of concrete under static loading showed that the application of loads up to 90 % of the ultimate stength had little effect on the chloride permeability. It was found from the results of concrete under repeated loading that load repititions at the maximum stress levels of 60 % or more caused the chloride permeability to increase significantly. The test results also indicated that the chloride permeability of concrete subjected to static and repeated loading increased at an increasing rate with its residual strain. The relation between the chloride permeability obtained and the cracking behaviour of concrete previously reported was discussed.
Chloride permeability of concrete under static and repeated compressive loading
Chloridpermeabilität in beton bei statischer und bei wiederholter Druckbeanspruchung
Saito, M. (author) / Ishimori, H. (author)
Cement and Concrete Research ; 25 ; 803-808
1995
6 Seiten, 4 Bilder, 3 Tabellen, 9 Quellen
Article (Journal)
English
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