P. Zhang, F. Wittmann, M. Haist, H. Müller, P. Vontobel, T. Zhao
{"title":"Water Penetration into Micro-cracks in Reinforced Concrete","authors":"P. Zhang, F. Wittmann, M. Haist, H. Müller, P. Vontobel, T. Zhao","doi":"10.12900/rbm14.20.2-0008","DOIUrl":null,"url":null,"abstract":"Cracks play a decisive role for durability and service life of reinforced concrete structures. In the contribution very fine micro-cracks, which are usually neglected in durability design were induced mechanically into steel reinforced mortar and concrete elements. It turned out that even finest micro-cracks are immediately water filled whenever the surface comes in contact with liquid water. lt can be concluded that micro-cracks have also to be taken into consideration in any realistic service life design. The penetration depth of micro-cracks in concrete plays a decisive role for service life. The role of micro-cracks for durability can be significantly reduced by water repellent treatment of the cracked surface. Further investigations will tell us to which degree and in which environment self-healing may reduce the influence of micro-cracks for durability of reinforced concrete. (A)","PeriodicalId":20957,"journal":{"name":"Restoration of Buildings and Monuments","volume":"46 1","pages":"85 - 94"},"PeriodicalIF":0.0000,"publicationDate":"2014-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"11","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Restoration of Buildings and Monuments","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.12900/rbm14.20.2-0008","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 11
Abstract
Cracks play a decisive role for durability and service life of reinforced concrete structures. In the contribution very fine micro-cracks, which are usually neglected in durability design were induced mechanically into steel reinforced mortar and concrete elements. It turned out that even finest micro-cracks are immediately water filled whenever the surface comes in contact with liquid water. lt can be concluded that micro-cracks have also to be taken into consideration in any realistic service life design. The penetration depth of micro-cracks in concrete plays a decisive role for service life. The role of micro-cracks for durability can be significantly reduced by water repellent treatment of the cracked surface. Further investigations will tell us to which degree and in which environment self-healing may reduce the influence of micro-cracks for durability of reinforced concrete. (A)