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05.18: Maximum chord slenderness ratio of compressed stainless steel closely spaced built-up members
(CE/papers, Special Issue: Proceedings of Eurosteel 2017, 2017)
08.49: Comparison of headed studs with perfobond shear connectors - experimental and numerical analysis
(ce/papers, 2017)
Different types of shear connectors which assure composite action between steel profile and concrete slabs have been developed during decades, considering different shapes, installation equipment and ...
Structural rehabilitation and stabilization of Smederevo fortress Tower 11
(MASE - Macedonian Association of Structural Engineers, Faculty of Civil Engineering, Skopje, Republic of Macedonia, 2017)
This paper presents the structural rehabilitation and stabilization of Tower 11 of Smederevo фortress. The tower is tilted for about 1.8 m towards its outer edge, that is, towards the surrounding vertical walls that it was ...
Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks
(American Society of Civil Engineers (ASCE), 2016)
Prefabricated steel and concrete composite decks are an interesting option to improve competitiveness and sustainability of the composite structures. Longitudinal shear connection is usually established by grouped headed ...
Life Cycle Cost Management of Concrete Structures
(IABSE Conference 2018 –Engineering the Past, to Meet the Needs of the Future June 25-27 2018, Copenhagen, Denmark, 2018)
Tools, guidelines and standards for assessment of Life Cycle Cost (LCC) of built environment e.g. buildings, infrastructure assets etc. have gained impact over the past years. Owner and operator application of tools, ...
Review of basic concepts of contact mechanics of frictionless contact with emphasis on penalty method
(University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy, 2020)
Problems involving contact are of great importance in industry related to mechanical and civil
engineering, but also in biomechanics and other applications. The contact interaction between
surfaces and different bodies ...
Verification of deflection according to Eurocode 2
(Wiley-Blackwell, 2017)
Code provisions for a simplified check of the long-term deflection of concrete structures are generally developed for predefined values of the relevant input parameters. Deflection calculation may be of interest to account ...
Experimental investigation of flexural buckling of cold formed built-up stainless steel members
(Eighth International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24, 2015)
Stainless steel is characterized by a number of features that determine significantly different behaviour of structural members made of this material, compared to equivalent carbon steel members. These characteristics, ...
Recommendations for the design of grouped headed studs
(Wiley-Blackwell, 2017)
Grouped headed studs may be successfully utilized to achieve the longitudinal shear connection between prefabricated slabs and steel beams. The behaviour of the studs and the ultimate resistance of the group were analysed ...
Design for time dependant effects in precast concrete bridge girders made continuous with cast-in-place deck and diaphragm
(Czech Concrete Society, 2011)
There are many benefits when precast bridge girders are made continuous for live load, such as: lower costs, improved durability, improved structural integrity, improved ride quality, etc. Material nonlinearity of concrete ...