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Experimental Study on Compressive Behaviors of Concrete Exposed to Alkali-Silica Reaction Under Multidirectional Restraints
The aim of this study is to investigate the cracking anisotropy and mechanical performance of alkali-silica reaction (ASR)-expanded concrete under multiaxial restraint conditions. Uniaxially and biaxially restrained specimens were prepared using a newly fabricated fixture, and ASR expansion acceleration and compression tests were performed. Expansion and cracking anisotropy were observed for different restraint conditions. In addition, a decreasing tendency in the mechanical performance was observed in the subsequent compression test when the specimens were loaded in the direction perpendicular to the cracks. The remaining mechanical properties were significantly related to the expansion parallel to the loading direction. Next, the quantitative extraction of crack characteristics on the cut surface was attempted using an image detection technique. Each crack was isolated, and its angle was calculated. The trend of the reduced mechanical performance was summarized using information on the angle of cracks in the cross-section. By using the crack information extracted via image detection analysis, a more quantitative prediction of the mechanical performance of ASR-expanded concrete can be achieved.
Experimental Study on Compressive Behaviors of Concrete Exposed to Alkali-Silica Reaction Under Multidirectional Restraints
The aim of this study is to investigate the cracking anisotropy and mechanical performance of alkali-silica reaction (ASR)-expanded concrete under multiaxial restraint conditions. Uniaxially and biaxially restrained specimens were prepared using a newly fabricated fixture, and ASR expansion acceleration and compression tests were performed. Expansion and cracking anisotropy were observed for different restraint conditions. In addition, a decreasing tendency in the mechanical performance was observed in the subsequent compression test when the specimens were loaded in the direction perpendicular to the cracks. The remaining mechanical properties were significantly related to the expansion parallel to the loading direction. Next, the quantitative extraction of crack characteristics on the cut surface was attempted using an image detection technique. Each crack was isolated, and its angle was calculated. The trend of the reduced mechanical performance was summarized using information on the angle of cracks in the cross-section. By using the crack information extracted via image detection analysis, a more quantitative prediction of the mechanical performance of ASR-expanded concrete can be achieved.
Experimental Study on Compressive Behaviors of Concrete Exposed to Alkali-Silica Reaction Under Multidirectional Restraints
RILEM Bookseries
Sanchez, Leandro F.M. (Herausgeber:in) / Trottier, Cassandra (Herausgeber:in) / Takahashi, Yuya (Autor:in) / Li, Zhaojing (Autor:in) / Ji, Xi (Autor:in) / Joo, Hyo Eun (Autor:in) / Fujisima, Misato (Autor:in) / Nagao, Ryoichiro (Autor:in) / Miura, Taito (Autor:in)
International Conference on Alkali-Aggregate Reaction in Concrete ; 2024 ; Ottawa, ON, Canada
Proceedings of the 17th International Conference on Alkali-Aggregate Reaction in Concrete ; Kapitel: 25 ; 211-218
RILEM Bookseries ; 50
06.05.2024
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Development of Alkali-Silica Reaction under Compressive Loading and Its Effects on Concrete Behavior
British Library Online Contents | 2009
|Development of Alkali-Silica Reaction under Compressive Loading and Its Effects on Concrete Behavior
Online Contents | 2009
|Alkali-Silica Reaction in Concrete
NTIS | 1985
|Alkali-silica Reaction in concrete
TIBKAT | 1988
|Alkali-silica reaction in concrete
UB Braunschweig | 1988
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