| dc.contributor.author | Mudrov, Andrej | |
| dc.contributor.author | Šaučiuvėnas, Gintas | |
| dc.contributor.author | Šapalas, Antanas | |
| dc.contributor.author | Talvik, Ivar | |
| dc.date.accessioned | 2023-09-18T16:43:58Z | |
| dc.date.available | 2023-09-18T16:43:58Z | |
| dc.date.issued | 2016 | |
| dc.identifier.issn | 2029-882X | |
| dc.identifier.other | (BIS)VGT02-000032600 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/116416 | |
| dc.description.abstract | This article considers the calculation of load-bearing capacity of flange-plate joints with bolts along two sides of rectangular hollow sections (RHS) under axial tension. It provides a review and comparison of various calculation methodologies for establishing the load-bearing capacity of RHS flange-plate joints, such as suggested in EN 1993-1-8:2005 and STR 2.05.08:2005 as well as those proposed in different countries and by other authors. Common design principles and derived results for load-bearing capacity of flange-plate joints have been analysed and compared. Following the numerical modelling, which has been done using ANSYS Workbench finite element program, the derived results for load-bearing capacity have been compared with analytical load-bearing capacity results for flange-plate joints of the same structure. The analysis has focused on one type of flange-plate joints with bolts – both preloaded and non-preloaded – along two opposite sides of the tube, with the flange thickness of 15 mm and 25 mm. | eng |
| dc.format | PDF | |
| dc.format.extent | p. 85-93 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.relation.isreferencedby | Index Copernicus | |
| dc.relation.isreferencedby | ICONDA | |
| dc.source.uri | http://www.tandfonline.com/doi/abs/10.3846/2029882X.2016.1216806 | |
| dc.subject | SD04 - Tvarus statinių gyvavimo ciklas / Sustainable lifecycle of the buildings | |
| dc.title | Plastic capacity of bolted RHS flange-plate joints under axial tension | |
| dc.type | Straipsnis kitoje DB / Article in other DB | |
| dcterms.references | 20 | |
| dc.type.pubtype | S3 - Straipsnis kitoje DB / Article in other DB | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.institution | Tallinn University of Technology | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
| dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
| dc.subject.en | Hollow section | |
| dc.subject.en | Axial tension | |
| dc.subject.en | Prying | |
| dc.subject.en | Bolted flange-plate joint | |
| dc.subject.en | Design model | |
| dc.subject.en | Load-bearing analysis | |
| dcterms.sourcetitle | Engineering structures and technologies | |
| dc.description.issue | no. 3 | |
| dc.description.volume | Vol. 8 | |
| dc.publisher.name | Technika; Taylor & Francis | |
| dc.publisher.city | Vilnius; London | |
| dc.identifier.doi | 10.3846/2029882X.2016.1216806 | |
| dc.identifier.elaba | 18883712 | |
