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dc.contributor.authorGeiker, Mette Rica
dc.contributor.authorHendriks, Max
dc.contributor.authorElsener, Bernhard
dc.date.accessioned2021-11-01T13:53:00Z
dc.date.available2021-11-01T13:53:00Z
dc.date.created2021-08-27T14:53:16Z
dc.date.issued2021
dc.identifier.issn2378-9689
dc.identifier.urihttps://hdl.handle.net/11250/2826957
dc.description.abstractIn Europe, design for the durability of new reinforced concrete structures is currently based on a prescriptive approach. The design, execution (construction) and planned maintenance of a concrete structure have to lead to the intended level of safety and serviceability throughout its entire service life. This requires numeric models based on a sound scientific background of mechanistic understanding as the basis for design and management tools and for the further development of standards and regulations. Designers must understand the basic deterioration mechanisms and the potential types and rates of damage development. For example, different types of corrosion cause very different damage developments, some of which reduce structural safety. We propose that the next generation of service life models should either explicitly include the propagation period or implicitly include it by selecting an accepted probability of depassivation that reflects the type of corrosion and its structural implications.en_US
dc.language.isoengen_US
dc.publisherTaylor & Francisen_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleDurability-based design: the European perspectiveen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.journalSustainable and Resilient Infrastructureen_US
dc.identifier.doi10.1080/23789689.2021.1951079
dc.identifier.cristin1929348
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
Med mindre annet er angitt, så er denne innførselen lisensiert som Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal