Претраживање
Приказ резултата 1-7 од 7
Numerička analiza nosivosti neuniformnih pritisnutih elemenata na fleksiono izvijanje
(Društvo građevinskih konstruktera Srbije, Beograd, 2016)
Rad prikazuje parametarsku linearno-elastičnu analizu izvijanja idealizovanog neuniformnog elementa i nelineranu analizu izvijanja istog elementa sa zadatim ekvivalentnim geometrijskim imperfekcijama urađenu u programu ...
Početne imperfekcije stubova ravnokrakog L poprečnog preseka od nerđajućeg čelika
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2021)
Rad prikazuje merenje početnih geometrijskih imperfekcija i zaostalih napona u okviru
istraživanja nosivosti centrično pritisnutih elemenata L poprečnog preseka od nerđajućeg čelika.
Istraživanjem su obuhvaćena ...
Специфични проблеми код челичних конструкција ветропаркова
(8. међународни научни скуп Савремена теорија и пракса у градитељству. 26-28 април 2012. Бања Лука, 2012)
Today, wind power is second largest available renewable resource of energy, after sun and before geothermal and hidrologic energy resources. According to data from 2008. for expected bulding of wind farms with capacity 27 ...
Poređenje ponašanja tankih cilndričnih ljuski od ugljeničnog čelika i nerđajućeg čelika
(Društvo građevinskih konstruktera Srbije, Beograd, 2018)
Thin-walled cylindrical shells represent one of the most complex constructive elements, considering their behaviour and susceptibility to buckling. In this paper is given a brief theoretical review including the presentation ...
Design of class 4 cross section in axial compression according to EUROCODE 3
(MASE 13. International symposium 2009, 14th – 17th October 2009. Ohrid, Macedonia, Skopje 2009, Knjiga 1, 2009)
In this paper theoretic basis of design of class 4 cross section in axial compression according to EN1993-1-5 is given. Design procedure is given as an flow chart and ilustrated with an worked example. Plate buckling is ...
A new design approach for stainless steel angle — accuracy assesment based on numerical data
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2022)
The angle columns exhibit complex structural behaviour that arises from specific geometry features - the angle-section is characterised by low torsional stiffness and lack of primary warping esistance,
leading to high ...
Comparative analysis of patch loading buckling resistances according to existing and new Eurocode
(Association of Structural Engineers of Serbia, 2022)
Summary:
This paper compares the procedures for calculating steel plate girders according to thе current
standards ЕN1993-1-5: 2006 [1] and the new version prEN1993-1-5: 2020, which is in the final
stage of development ...