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Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.engfracmech.2008.06.019
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dc.titleA geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures
dc.contributor.authorRabczuk, T.
dc.contributor.authorZi, G.
dc.contributor.authorBordas, S.
dc.contributor.authorNguyen-Xuan, H.
dc.date.accessioned2014-12-02T08:38:58Z
dc.date.available2014-12-02T08:38:58Z
dc.date.issued2008-11
dc.identifier.citationRabczuk, T., Zi, G., Bordas, S., Nguyen-Xuan, H. (2008-11). A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures. Engineering Fracture Mechanics 75 (16) : 4740-4758. ScholarBank@NUS Repository. https://doi.org/10.1016/j.engfracmech.2008.06.019
dc.identifier.issn00137944
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/114623
dc.description.abstractA three-dimensional meshfree method for modeling arbitrary crack initiation and crack growth in reinforced concrete structure is presented. This meshfree method is based on a partition of unity concept and formulated for geometrically non-linear problems. The crack kinematics are obtained by enriching the solution space in order to capture the correct crack kinematics. A cohesive zone model is used after crack initiation. The reinforcement modeled by truss or beam elements is connected by a bond model to the concrete. We applied the method to model the fracture of several reinforced concrete structures and compared the results to experimental data. © 2008 Elsevier Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.engfracmech.2008.06.019
dc.sourceScopus
dc.subjectBrittle fracture
dc.subjectCohesive zone modeling
dc.subjectCrack growth
dc.subjectPrestressed concrete
dc.subjectReinforced concrete
dc.typeArticle
dc.contributor.departmentSINGAPORE-MIT ALLIANCE
dc.description.doi10.1016/j.engfracmech.2008.06.019
dc.description.sourcetitleEngineering Fracture Mechanics
dc.description.volume75
dc.description.issue16
dc.description.page4740-4758
dc.description.codenEFMEA
dc.identifier.isiut000259948600008
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