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Closure to “Supercritical flow in circular conduit bends”
(Journal of Hydraulic Research, 2016)
Bolted shear connectors vs. headed studs behaviour in push-out tests
(Journal of Constructional Steel Research, 2013)
Prefabrication of concrete slabs reduces construction time for composite steel-concrete buildings and bridges. Different alternatives for shear connectors (bolts and headed studs) are analysed here to gain better insight ...
Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation
(Elsevier Ltd, 2018)
In parallel with an experimental investigation of the flexural buckling behaviour of built-up stainless steel columns presented in the accompanying paper (Dobric et al., submitted for publication), a detailed Finite Element ...
Resistance of cold-formed built-up stainless steel columns - Part I: Experiment
(Elsevier Ltd, 2018)
Nowadays, the codified procedure for design of centrically compressed cold-formed stainless steel (CFSS) builtup members is absent in Europe. Besides, there are no published research information and experimental data in ...
Static behaviour of bolted shear connectors with mechanical coupler embedded in concrete
(Techno Press, 2018)
The research of shear connectors composed from mechanical couplers with rebar anchors, embedded in concrete, and steel bolts, as a mean of shear transfer in composite connections is presented in the paper. Specific issues ...
Behaviour of stainless steel press-braked channel sections under compression
(Elsevier Ltd, 2017)
This paper describes an experimental and numerical investigation of stainless steel material response and behaviour of press-braked channel sections under pure axial compression. A material test programme that covers ...
Modelling of bridge elements deterioration for Serbian bridge inventory
(Taylor and Francis Ltd., 2014)
In order to improve bridge management practice for public roads in Serbia, a deterioration model for bridge elements was developed using condition data collected over the last 20 years. The distribution of condition data ...
Research of long-term behaviour of non-prestressed precast concrete beams made continuous
(Elsevier BV, 2014)
Despite the extensive analytical and numerical research carried out in the last two decades on the long-term behaviour of continuous concrete beams composed of precast units, only limited number of experimental data is ...
A database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictions
(Construction and Building Materials, 2016)
A comprehensive database of recycled aggregate concrete and companion natural aggregate concrete beams’ flexural and shear strength was compiled from 217 experimental results. Strict criteria were applied to determine the ...
Comparative environmental assessment of natural and recycled aggregate concrete
(Waste Management, 2010)
Constant and rapid increase in construction and demolition (C&D) waste generation and consumption of natural aggregate for concrete production became one of the biggest environmental problems in the construction industry. ...