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https://hdl.handle.net/1822/50485
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Campo DC | Valor | Idioma |
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dc.contributor.author | Sousa, Carlos | por |
dc.contributor.author | Leitão, Luis | por |
dc.contributor.author | Faria, Rui | por |
dc.contributor.author | Azenha, Miguel | por |
dc.date.accessioned | 2018-02-15T10:38:44Z | - |
dc.date.issued | 2017 | - |
dc.identifier.issn | 0141-0296 | por |
dc.identifier.uri | https://hdl.handle.net/1822/50485 | - |
dc.description.abstract | It is well known that in analyses of plain concrete members using smeared crack models, the constitutive behaviour of cracked concrete has to be defined as a function of the crack bandwidth so that the results are not significantly affected by the adopted mesh discretization. Crack localization can also occur in reinforced concrete (RC) elements subjected to imposed (or restrained) deformations. In that case, a different approach has to be followed to reduce the influence of the adopted mesh discretization because the mechanical response in the vicinity of each crack is governed by tension stiffening effects. This paper presents an original formulation to define a tension stiffening diagram that reduces the dependency of the results with respect to the adopted mesh refinement in structures in which crack propagation is governed by mode I (crack opening). This formulation can be applied in FE analyses based on a large-scale, smeared crack approach. Simple closed-form equations are obtained to define this type of diagram. It is demonstrated that objective results are obtained in terms of both the stiffness decrease due to cracking and the crack opening values. Concrete creep and shrinkage effects are taken into account. | por |
dc.description.sponsorship | The present work was supported by Portugal funding through the Operational Programme Competitive Factors, COMPETE, and national funding of the Portuguese Foundation for Science and Technology, FCT. Funding was provided by the FCT to the research units CONSTRUCT and ISISE and the research project IntegraCrete PTDC/ECM-EST/1056/2014. The grant SFRH/BD/76183/2011 is gratefully acknowledged. | por |
dc.language.iso | eng | por |
dc.publisher | Elsevier 1 | por |
dc.rights | restrictedAccess | por |
dc.subject | Reinforced concrete | por |
dc.subject | Cracking | por |
dc.subject | FE modelling | por |
dc.subject | Tension stiffening | por |
dc.subject | Imposed deformations | por |
dc.title | A formulation to reduce mesh dependency in FE analyses of RC structures under imposed deformations | por |
dc.type | article | - |
dc.peerreviewed | yes | por |
dc.relation.publisherversion | https://www.sciencedirect.com/science/article/pii/S0141029616313153?via%3Dihub | por |
oaire.citationStartPage | 443 | por |
oaire.citationEndPage | 455 | por |
oaire.citationIssue | 1 | por |
oaire.citationVolume | 132 | por |
dc.identifier.doi | 10.1016/j.engstruct.2016.11.040 | por |
dc.description.publicationversion | info:eu-repo/semantics/publishedVersion | por |
dc.subject.wos | Science & Technology | por |
sdum.journal | Engineering Structures | por |
Aparece nas coleções: | ISISE - Artigos em Revistas Internacionais |
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[41].pdf Acesso restrito! | 2,34 MB | Adobe PDF | Ver/Abrir |