Приказ основних података о документу
The new buckling curves for cold-formed stainless steel equal-leg angle columns
dc.creator | Dobrić, Jelena | |
dc.creator | Filipović, Aljoša | |
dc.creator | Baddoo, Nancy | |
dc.creator | Marković, Zlatko | |
dc.creator | Buđevac, Dragan | |
dc.date.accessioned | 2021-12-29T14:44:23Z | |
dc.date.available | 2021-12-29T14:44:23Z | |
dc.date.issued | 2021 | |
dc.identifier.isbn | 978-86-7518-212-2 (GF) | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/2607 | |
dc.description.abstract | Pravila za proračun centrično pritisnutih elemenata ravnokrakog L poprečnog preseka od nerđajućeg čelika nisu eksplicitno definisana u važećem evropskom standardu SRPS EN 1993- 1-4. Ovaj rad ukratko prikazuje rezultate opsežnog istraživanja sprovedenog na ovom tipu konstruktivnih elemenata sa ciljem definisanja preporuka za njihov proračun. Na osnovu sistematičnog eksperimentalnog istraživanja, sprovedena je detaljna numerička analiza i definisana baza podataka graničnih nosivosti stubova. Materijalna i geometrijska nelinerana analiza obuhvatila je tri ključne legure nerđajućeg čelika, austenitnu, feritnu i dupleks leguru. Preporučene su krive izvijanja za kontrolu stabilnosti na fleksiono i fleksiono-torziono izvijanje u skladu sa evropskim proračunskim procedurama. | sr |
dc.description.abstract | The design rules for centrically compressed stainless steel equal-leg angle members are not explicitly stated in the current European standard SRPS EN 1993-1-4. This paper summarizes the results of extensive research conducted on this type of structural elements aiming to define recommendations for their design. Based on a systematic experimental investigation, a detailed numerical analysis was performed, and a database of columns’ resistances were defined. Material and geometric nonlinear analysis included three key stainless steel alloys, austenitic, ferritic and duplex. The design curves for flexural and flexural–torsional buckling check have been proposed in accordance with European codified procedures. | sr |
dc.language.iso | en | sr |
dc.publisher | Univerzitet u Beogradu Građevinski fakultet | sr |
dc.publisher | Društvo građevinskih konstruktera Srbije | sr |
dc.relation | info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36048/RS// | sr |
dc.rights | openAccess | sr |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.source | ASES International congress proceedings / Association of Structural Engineers of Serbia, 16th Congress | sr |
dc.subject | nerđajući čelik | sr |
dc.subject | hladnooblikovan L poprečni presek | sr |
dc.subject | fleksiono izvijanje | sr |
dc.subject | fleksiono- torziono izvijanje | sr |
dc.subject | kriva izvijanja | sr |
dc.subject | proračun | sr |
dc.subject | stainless steel | sr |
dc.subject | cold-formed angle section | sr |
dc.subject | flexural buckling | sr |
dc.subject | flexural-torsional buckling | sr |
dc.subject | buckling curves | sr |
dc.subject | design | sr |
dc.title | The new buckling curves for cold-formed stainless steel equal-leg angle columns | sr |
dc.type | conferenceObject | sr |
dc.rights.license | BY-NC-ND | sr |
dc.citation.epage | 510 | |
dc.citation.spage | 501 | |
dc.identifier.fulltext | http://grafar.grf.bg.ac.rs/bitstream/id/10130/bitstream_10130.pdf | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_grafar_2607 | |
dc.type.version | publishedVersion | sr |