Ghent University Academic Bibliography |

Ghent University Academic Bibliography

Matches in Ghent University Academic Bibliography for { <https://biblio.ugent.be/publication/01H3C6NJD3DHHGD1KGJGKKZF1T> ?p ?o. }

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01H3C6NJD3DHHGD1KGJGKKZF1T classification C1.
01H3C6NJD3DHHGD1KGJGKKZF1T date "2023".
01H3C6NJD3DHHGD1KGJGKKZF1T language "eng".
01H3C6NJD3DHHGD1KGJGKKZF1T type conference.
01H3C6NJD3DHHGD1KGJGKKZF1T hasPart 01H3C6VH0TZAH14YJ4K11S83P5.pdf.
01H3C6NJD3DHHGD1KGJGKKZF1T subject "Technology and Engineering".
01H3C6NJD3DHHGD1KGJGKKZF1T doi "10.1007/978-3-031-33211-1_33".
01H3C6NJD3DHHGD1KGJGKKZF1T isbn "9783031332104".
01H3C6NJD3DHHGD1KGJGKKZF1T isbn "9783031332111".
01H3C6NJD3DHHGD1KGJGKKZF1T issn "2211-0844".
01H3C6NJD3DHHGD1KGJGKKZF1T issn "2211-0852".
01H3C6NJD3DHHGD1KGJGKKZF1T presentedAt urn:uuid:dc70744a-cfc0-4a87-b014-71aab471aa36.
01H3C6NJD3DHHGD1KGJGKKZF1T volume "43".
01H3C6NJD3DHHGD1KGJGKKZF1T abstract "In the last decades major advances have been made in the development of self-healing concrete which is able to heal its own cracks without the need for traditional repair interventions, thereby increasing its durability and ser-vice life. Recently, more and more self-healing technologies have been ap-plied in demonstrator projects. These demonstrator projects have made it ev-ident that we need to develop new testing methodologies to evaluate the self-healing performance, as many laboratory test methods cannot be applied on structural elements on the construction site. In the current study differ-ent non-destructive test methods have been used to analyse the self-healing performance of concrete beams. These beams were cracked in a three-point bending setup. Part of the beams had a cast-in vascular network allowing the crack to be healed via the injection of polyurethane. The healed beams were compared to the reference beams without the vascular network by applying different test methods: microscopy, concrete moisture content, resistivity, air permeability, water permeability, and ultrasound. Based on the results of these methods which were obtained under laboratory conditions, it was found that the concrete moisture content and the resistivity only provided limited value in terms of conclusions for self-healing. All test methods were also applied to concrete walls on site. Based on this last measuring cam-paign, recommendations are provided for quantification of the self-healing efficiency on the construction site.".
01H3C6NJD3DHHGD1KGJGKKZF1T author 06A9E9E4-45F5-11E5-91E6-AC9EB5D1D7B1.
01H3C6NJD3DHHGD1KGJGKKZF1T author 35578CCE-F0EE-11E1-A9DE-61C894A0A6B4.
01H3C6NJD3DHHGD1KGJGKKZF1T author 47E1469C-4C3E-11E5-8E75-2776B5D1D7B1.
01H3C6NJD3DHHGD1KGJGKKZF1T author 4c0e2263-5a7e-11ea-aa4a-c6f6039b91b8.
01H3C6NJD3DHHGD1KGJGKKZF1T author 94B865CC-902A-11E7-9640-14F4AD28A064.
01H3C6NJD3DHHGD1KGJGKKZF1T author F4BFDAEA-F0ED-11E1-A9DE-61C894A0A6B4.
01H3C6NJD3DHHGD1KGJGKKZF1T author urn:uuid:2e5c5279-9cc1-44f0-b5ee-39abb80ce098.
01H3C6NJD3DHHGD1KGJGKKZF1T author urn:uuid:370a0c8b-5b40-432c-82a5-14f0546a4926.
01H3C6NJD3DHHGD1KGJGKKZF1T author urn:uuid:80fd62cf-c091-4a28-be7c-7e44f2653d1a.
01H3C6NJD3DHHGD1KGJGKKZF1T dateCreated "2023-06-20T10:47:37Z".
01H3C6NJD3DHHGD1KGJGKKZF1T dateModified "2024-10-29T19:08:45Z".
01H3C6NJD3DHHGD1KGJGKKZF1T editor urn:uuid:6b3f112c-d5e6-438b-a20b-bfcf0d585fe2.
01H3C6NJD3DHHGD1KGJGKKZF1T editor urn:uuid:8a14c657-cbcc-4dcf-be2e-840c4036a184.
01H3C6NJD3DHHGD1KGJGKKZF1T editor urn:uuid:93dc704c-c6ed-4f4c-b7a7-9fec05714473.
01H3C6NJD3DHHGD1KGJGKKZF1T editor urn:uuid:a2bd9347-fe17-45d7-b900-183d7ad8ba50.
01H3C6NJD3DHHGD1KGJGKKZF1T editor urn:uuid:d932be56-e26a-41d5-b5df-63adead5c205.
01H3C6NJD3DHHGD1KGJGKKZF1T name "Preliminary analysis of non-destructive test methods to evaluate the self-healing efficiency on the construction site".
01H3C6NJD3DHHGD1KGJGKKZF1T pagination urn:uuid:ab5af867-19b0-4abf-bb17-4896e9f5c54a.
01H3C6NJD3DHHGD1KGJGKKZF1T publisher urn:uuid:f3d20e9a-d75b-4a0d-8694-ee69af9040cf.
01H3C6NJD3DHHGD1KGJGKKZF1T sameAs LU-01H3C6NJD3DHHGD1KGJGKKZF1T.
01H3C6NJD3DHHGD1KGJGKKZF1T sourceOrganization urn:uuid:38431118-7a94-4101-950b-f97756b5c499.
01H3C6NJD3DHHGD1KGJGKKZF1T type C1.