Self-healing capacity of differently cured concretes – Fracture characteristic development
Concretes were prepared with a maximum aggregate size of 8 mm and water to cement ratio of 0.50, 0.40 and 0.30. Mechanical properties, including fracture properties, were recorded at the age of 28 days of curing in water or without water exchange with the environment (foil enveloped specimens). Some...
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| creator | Bilek, Vlastimil Prochazka, Lukas Khestl, Filip Bujdos, David Seitl, Stanislav |
| description | Concretes were prepared with a maximum aggregate size of 8 mm and water to cement ratio of 0.50, 0.40 and 0.30. Mechanical properties, including fracture properties, were recorded at the age of 28 days of curing in water or without water exchange with the environment (foil enveloped specimens). Some specimens were loaded until initial crack growth, after which the loading was stopped. Subsequently, the specimens were stored in water or in foil until 1 year of age. At this age, the specimens were again loaded and the results obtained were compared with those at 28 days of age. Thanks to this procedure, self-healing of the initiated crack was discussed with respect to microscopic observations. |
| doi_str_mv | 10.1063/5.0145025 |
| format | Conference Proceeding |
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Mechanical properties, including fracture properties, were recorded at the age of 28 days of curing in water or without water exchange with the environment (foil enveloped specimens). Some specimens were loaded until initial crack growth, after which the loading was stopped. Subsequently, the specimens were stored in water or in foil until 1 year of age. At this age, the specimens were again loaded and the results obtained were compared with those at 28 days of age. 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Mechanical properties, including fracture properties, were recorded at the age of 28 days of curing in water or without water exchange with the environment (foil enveloped specimens). Some specimens were loaded until initial crack growth, after which the loading was stopped. Subsequently, the specimens were stored in water or in foil until 1 year of age. At this age, the specimens were again loaded and the results obtained were compared with those at 28 days of age. 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Mechanical properties, including fracture properties, were recorded at the age of 28 days of curing in water or without water exchange with the environment (foil enveloped specimens). Some specimens were loaded until initial crack growth, after which the loading was stopped. Subsequently, the specimens were stored in water or in foil until 1 year of age. At this age, the specimens were again loaded and the results obtained were compared with those at 28 days of age. Thanks to this procedure, self-healing of the initiated crack was discussed with respect to microscopic observations.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0145025</doi><tpages>6</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0094-243X |
| ispartof | AIP conference proceedings, 2023, Vol.2848 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
| recordid | cdi_proquest_journals_2824982381 |
| source | AIP Journals Complete |
| subjects | Age Concrete Crack propagation Foils Mechanical properties Water-cement ratio |
| title | Self-healing capacity of differently cured concretes – Fracture characteristic development |
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