Marija Spasojević Šurdilović
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Marija Spasojević Šurdilović has a total of 6 co-authors. Here are the top co-authors by number of shared publications:
- Srđan Živković
Faculty of Civil Engineering and Architecture, University of Niš, 18000 Niš, Serbia
2 shared publications - Aleksandra Igić
Faculty of Civil Engineering and Architecture, University of Niš, 18000 Niš, Serbia
1 shared publication - Dragana Turnić
Faculty of Civil Engineering and Architecture, University of Niš, 18000 Niš, Serbia
1 shared publication Marko Milošević
Innovation Center University of Niš, Faculty of Civil Engineering and Architecture, University of Niš, Univerzitetski trg 2, 18000 Niš, Serbia
1 shared publication- Nenad Stojković
University of Nis
1 shared publication - Tomislav Igić
Faculty of civil engineering and architecture, University of Niš, Aleksandra Medvedeva 14, 18000 Niš, Serbia
1 shared publication
Latest Publications
- Open Access
- 22 February 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (5) , 2282
On the Optimal Design of Steel Shells with Technological Constraints
This paper is concerned with determining the optimum conditions of steel cylindrical shells with technological limitations and one behavioral constraint, related to a specific constitutive law for limiting load-carrying capacity. The optimum structural design in the plastic range of circular cylindrical full shells composed of rings of variable thickness is given. A numerical procedure for determining the optimal dimensions of shell rings is given. A shell collapse mechanism is assumed in the kinematic part, which satisfies requirements. Within the optimum conditions, the power of the dissipation energy of rings assuming the hexagon Hodge condition of plasticity are derived. A series of numerical solutions and results of optimal structural designs for a shell that is simply supported at the ends are presented. In one example of optimally calculated shells, the length X1 of one ring was varied.
- 22 February 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (5) , 2282
Open AccessOn the Optimal Design of Steel Shells with Technological Constraints
This paper is concerned with determining the optimum conditions of steel cylindrical shells with technological limitations and one behavioral constraint, related to a specific constitutive law for limiting load-carrying capacity. The optimum structural design in the plastic range of circular cylindrical full shells composed of rings of variable thickness is given. A numerical procedure for determining the optimal dimensions of shell rings is given. A shell collapse mechanism is assumed in the kinematic part, which satisfies requirements. Within the optimum conditions, the power of the dissipation energy of rings assuming the hexagon Hodge condition of plasticity are derived. A series of numerical solutions and results of optimal structural designs for a shell that is simply supported at the ends are presented. In one example of optimally calculated shells, the length X1 of one ring was varied.
- Open Access
- 14 June 2020
- Published by University of Slavonski Brod in Tehnicki vjesnik - Technical Gazette
- Vol. 27 (3) , 951-960
Global Analysis of Steel Constructions with Semi-Rigid Connections
In this paper, original extension of classic deformation method for global elastic analysis of steel construction with semi-rigid connections is developed. The original calculation for steel frame structures with semi-rigid connections...
- 14 June 2020
- Published by University of Slavonski Brod in Tehnicki vjesnik - Technical Gazette
- Vol. 27 (3) , 951-960
Open AccessGlobal Analysis of Steel Constructions with Semi-Rigid Connections
In this paper, original extension of classic deformation method for global elastic analysis of steel construction with semi-rigid connections is developed. The original calculation for steel frame structures with semi-rigid connections...