Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Cracking Resistance of Internally Cured Concrete Under Uniaxial Restrained Condition at Early-Age
In the real environment, as the temperature of early-age concrete first increases due to hydration heat and decreases, rapid thermal shrinkage may lead to cracking. In addition, in concrete with low w/c ratio, hydration of cement may cause self-desiccation and autogenous shrinkage. The cracking resistance of concrete in the real environment is related to the temperature history, autogenous shrinkage, creep, and restraint condition.
Cracking Resistance of Internally Cured Concrete Under Uniaxial Restrained Condition at Early-Age
In the real environment, as the temperature of early-age concrete first increases due to hydration heat and decreases, rapid thermal shrinkage may lead to cracking. In addition, in concrete with low w/c ratio, hydration of cement may cause self-desiccation and autogenous shrinkage. The cracking resistance of concrete in the real environment is related to the temperature history, autogenous shrinkage, creep, and restraint condition.
Cracking Resistance of Internally Cured Concrete Under Uniaxial Restrained Condition at Early-Age
Shen, Dejian (Autor:in)
Cracking Control on Early-Age Concrete Through Internal Curing ; Kapitel: 6 ; 269-343
11.07.2023
75 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Cracking Resistance of Internally Cured Concrete by Restrained Ring Test at Early-Age
| Springer Verlag | 2023
Internally-cured high-performance concrete under restrained shrinkage and creep
| British Library Conference Proceedings | 2005
| British Library Online Contents | 2014