Cracking in flexural reinforced concrete members
| dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
| dc.contributor.author | Beedholm-Rasmussen, Annette | |
| dc.contributor.author | Fisker, Jakob | |
| dc.contributor.author | German-Hagsten, Lars | |
| dc.date.accessioned | 2025-05-14T08:22:00Z | |
| dc.date.available | 2025-05-14T08:22:00Z | |
| dc.date.issued | 2017 | |
| dc.identifier.issn | 1877-7058 | en_US |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157564 | |
| dc.description.abstract | The system of cracks developing in reinforced concrete is in many aspects essential when modelling structures in both serviceability- and ultimate limit state. This paper discusses the behavior concerning crack development in flexural members observed from tests and associates it with two different existing models. From the investigations an approach is proposed on how to predict the crack pattern in flexural members involving two different crack systems; primary flexural cracks and local secondary cracks. The results of the approach is in overall good agreement with the observed tests and captures the pronounced size effect associated with flexural cracking in which the crack spacing and crack widths are approximately proportional to the depth of the member. | en_US |
| dc.format.extent | 8 p. | en_US |
| dc.format.medium | Tekstas / Text | en_US |
| dc.language.iso | en | en_US |
| dc.relation.uri | https://etalpykla.vilniustech.lt/handle/123456789/157277 | en_US |
| dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | * |
| dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
| dc.source.uri | https://www.sciencedirect.com/science/article/pii/S1877705817306082 | en_US |
| dc.subject | Comparison with tests | en_US |
| dc.subject | crack systems in flexural members | en_US |
| dc.subject | modeling of reinforced concrete | en_US |
| dc.subject | serviceability | en_US |
| dc.title | Cracking in flexural reinforced concrete members | en_US |
| dc.type | Konferencijos publikacija / Conference paper | en_US |
| dcterms.accessRights | Laisvai prieinamas / Openly available | en_US |
| dcterms.accrualMethod | Rankinis pateikimas / Manual submission | en_US |
| dcterms.license | CC BY NC ND | en_US |
| dcterms.references | 8 | en_US |
| dc.description.version | Taip / Yes | en_US |
| dc.contributor.institution | Aarhus University | en_US |
| dcterms.sourcetitle | Procedia Engineering | en_US |
| dc.description.volume | vol. 172 | en_US |
| dc.publisher.name | Elsevier | en_US |
| dc.publisher.country | United Kingdom | en_US |
| dc.publisher.city | Oxford | en_US |
| dc.identifier.doi | https://doi.org/10.1016/j.proeng.2017.02.102 | en_US |
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Except where otherwise noted, this item's license is described as Kūrybinių bendrijų licencija / Creative Commons licence