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- 01HM3XY5VJSGB6KSDN2KW2E2HR classification C1.
- 01HM3XY5VJSGB6KSDN2KW2E2HR date "2023".
- 01HM3XY5VJSGB6KSDN2KW2E2HR language "eng".
- 01HM3XY5VJSGB6KSDN2KW2E2HR type conference.
- 01HM3XY5VJSGB6KSDN2KW2E2HR hasPart 01HM3YM8F6XNSF8X04EJPV394M.pdf.
- 01HM3XY5VJSGB6KSDN2KW2E2HR subject "Technology and Engineering".
- 01HM3XY5VJSGB6KSDN2KW2E2HR doi "10.1201/9781003323020-289".
- 01HM3XY5VJSGB6KSDN2KW2E2HR isbn "9781003323020".
- 01HM3XY5VJSGB6KSDN2KW2E2HR presentedAt urn:uuid:6307220d-4184-4c1f-9bb5-c3d0c3f542cf.
- 01HM3XY5VJSGB6KSDN2KW2E2HR abstract "Chloride ingress is one of the most important causes of reinforcement corrosion. To assess the risk of chloride-induced corrosion, a frequently used technique is to measure the concrete cover and chloride profile in order to map the chloride ingress process and associated risk for depassivation of the rebars. Based on the results of the analysis, a range of different repair solutions can be proposed, among which a repair mortar applied to the concrete surface to increase the quality and thickness of the concrete cover, such to lower the risk of forthcoming depassivation. Unfortunately, modelling of the migration process of chlorides after such an intervention becomes more complex as two different materials with varying diffusion coefficients are combined. Here, a novel framework is proposed in order to determine the minimal thickness of the repair mortar applied to the surface, ensuring that the probability of depassivation stays below a predefined threshold.".
- 01HM3XY5VJSGB6KSDN2KW2E2HR author 107D1F9A-F0EE-11E1-A9DE-61C894A0A6B4.
- 01HM3XY5VJSGB6KSDN2KW2E2HR author 968172C8-747D-11E6-9C76-DB6CB5D1D7B1.
- 01HM3XY5VJSGB6KSDN2KW2E2HR author EA9EED02-5E7C-11E6-BCAC-C275B5D1D7B1.
- 01HM3XY5VJSGB6KSDN2KW2E2HR author F4D83FF4-F0ED-11E1-A9DE-61C894A0A6B4.
- 01HM3XY5VJSGB6KSDN2KW2E2HR author F8467408-F0ED-11E1-A9DE-61C894A0A6B4.
- 01HM3XY5VJSGB6KSDN2KW2E2HR author urn:uuid:16f363da-ee1d-4349-affe-a42da587fcb4.
- 01HM3XY5VJSGB6KSDN2KW2E2HR dateCreated "2024-01-14T12:07:57Z".
- 01HM3XY5VJSGB6KSDN2KW2E2HR dateModified "2024-10-29T18:32:35Z".
- 01HM3XY5VJSGB6KSDN2KW2E2HR editor urn:uuid:4580facd-9dba-48a1-bea4-a95fc0d502d5.
- 01HM3XY5VJSGB6KSDN2KW2E2HR editor urn:uuid:511d0fcd-7206-485a-90c7-bfbee596717a.
- 01HM3XY5VJSGB6KSDN2KW2E2HR name "Probability-based service life design of repair mortar overlay in case of chloride-induced depassivation risk".
- 01HM3XY5VJSGB6KSDN2KW2E2HR pagination urn:uuid:66febdb6-bf10-4554-8b98-ee04e147d5dc.
- 01HM3XY5VJSGB6KSDN2KW2E2HR publisher urn:uuid:3c611717-0e5c-44fd-81ca-29bc2e6e65fd.
- 01HM3XY5VJSGB6KSDN2KW2E2HR sameAs LU-01HM3XY5VJSGB6KSDN2KW2E2HR.
- 01HM3XY5VJSGB6KSDN2KW2E2HR sourceOrganization urn:uuid:c8426173-a240-4086-ac06-6f126e33919d.
- 01HM3XY5VJSGB6KSDN2KW2E2HR type C1.