dc.creator | Deretić-Stojanović, Biljana | |
dc.creator | Kostić, Svetlana | |
dc.creator | Stošić, Saša | |
dc.date.accessioned | 2023-01-30T13:45:08Z | |
dc.date.available | 2023-01-30T13:45:08Z | |
dc.date.issued | 2012 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/3006 | |
dc.description.abstract | In the paper, the creep and shrinkage calculation methods for composite steel-concrete
beams are presented. The approximate methods AAEM, EM and methods according to
Eurocode 4, as well as, the exact method based on the integral relation between stress
and strain for concrete are used. For doubly-clamped composite beam, stresses at
characteristic points of the cross-section for permanent loading and shrinkage effects are
determined. Using the creep limit functions for concrete, the upper and lower limits for
stresses are determined. According to these limits, the accuracy of the methods for creep
and shrinkage calculation given in EC4 is evaluated. | sr |
dc.language.iso | en | sr |
dc.relation | info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS// | |
dc.rights | openAccess | sr |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.source | 4th International Conference Civil Engineering Science and Practice, Zabljak, 20. 2. 2012 | sr |
dc.subject | composite beam | sr |
dc.subject | creep | sr |
dc.subject | shrinkage | sr |
dc.subject | EC4 | sr |
dc.title | Accuracy Evaluation of Creep and Shrinkage Calculation Methods According to EC4 | sr |
dc.type | conferenceObject | sr |
dc.rights.license | BY-NC-ND | sr |
dc.identifier.fulltext | http://grafar.grf.bg.ac.rs/bitstream/id/11404/Deretic-Stojanovic_Kostic_Stosic-GNP2012.pdf | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_grafar_3006 | |
dc.type.version | publishedVersion | sr |