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Life-cycle assessment (LCA) of concrete with recycled aggregates (RAs)
(Elsevier Inc., 2013)
This chapter focuses on the life-cycle assessment (LCA) of aggregates obtained by recycling of demolished concrete - recycled concrete aggregates (RCA), and concrete made with such aggregates - recycled aggregate concrete ...
Rehabilitation of arch bridge across Lepenica river in Kragujevac
(UNIVERSITY OF MONTENEGRO FACULTY OF CIVIL ENGINEERING, 2020)
In this paper damages and rehabilitation of bridge across Lepenica River in Kragujevac are
presented. The bridge is reinforced concrete tied-arch structure. Main girders (two arches) have
a span of 31.5 m and they are ...
Future Drought Propagation through the Water-Energy-Food-Ecosystem Nexus – a Nordic Perspective
(Elsevier, 2022)
Droughts can affect a multitude of public and private sectors, with impacts developing slowly over time. While droughts are traditionally quantified in relation to the hydrological components of the water cycle that they ...
Quantifying tall structure tilting trend through TLS-based 3D parametric modelling
(Elsevier, 2022)
Geodetic monitoring of a tall structure means employing various methods of measurement and data processing for assessing its verticality. Terrestrial laser scanning (TLS) is a method of collecting lots of quality spatial ...
Life cycle analysis of recycled aggregate concrete with fly ash as partial cement replacement
(Expanding Boundaries: Systems Thinking in the Built Environment, 2016)
This paper presents a part of the results obtained within the frame of the SCOPES joint research project - a scientific collaboration between ETH Zurich and Faculty of Civil Engineering, University of Belgrade. One of the ...
Life cycle assessment (LCA) of concrete made using recycled concrete or natural aggregates
(Elsevier Inc., 2013)
This chapter is devoted to comparative environmental assessment of structural concrete made with recycled concrete aggregates and structural concrete made with natural aggregates. The results of life cycle assessment of ...
Determination of Mode I fracture properties of European spruce
(Wood Research, 2023)
In this paper an efficient procedure for obtaining a cohesive law for Mode I timber fracture (crack opening), based on the Double Cantilever Beam (DCB) tests is given. DCB tests were performed on ten European spruce specimens ...
Axial Strength Prediction of Square CFST Columns Based on The ANN Model
(First Serbian International Conference on Applied Artificial Intelligence, Kragujevac, Serbia, 2022)
Due to numerous advantages, concrete-filled steel tubular (CFST) columns have an increasingly important role in the civil engineering industry. Because of the expensive experimental testing of these members, it is beneficial ...
Experimental investigation of cracked notched glulam beams repaired with screws
(World Conference on Timber Engineering (WCTE), 2018)
Notches made at the ends of glued laminated timber (glulam) beams significantly decrease load carrying capacity of a structural member. This paper presents an experimental research on bending behaviour of end-notched glulam ...
Numerical simulation of ash-spills induced by dike failure on ash tailings impoundments - a case study
(Taylor & Francis Group, 2005)
A model developed for simulation of both discontinuous clear-water flows and hyper-concentrated discontinuous flows is validated on a real dike failure event, which happened on an ash-tailings impoundment on site. Numerical ...