Browsing by Department "Gelžbetoninių ir mūrinių konstrukcijų katedra / Department of Reinforced Concrete and Masonry Structures"
Now showing items 1-5 of 5
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The combined slip and finite sliding models in a frictional contact interaction of two spherical particles
(Procedia Engineering, 2013)A simplified analytical modelling of tangential contact interaction of two elastic spheres was presented accounting for the kinematically induced sphere trajectory or a load controlled sliding process. The evolution of ... -
Conditions for failure of normal section in flexural reinforced concrete beams of rectangular cross-section
(Procedia Engineering, 2013)The stress in longitudinal tensile reinforcement is one of the main important parameters while examining the technical state of under-reinforced concrete structures. The most important issue is to determine whether the ... -
Estimation of settlements of bored piles foundation
(Procedia Engineering, 2013)The paper describes the estimating settlements of bored piles foundation on the site of the Elektrenai power plant, Lithuania. The bored piles foundation supports equipment of the power plant consisting of the gas turbine, ... -
Experimental investigation of the load carrying capacity of eccentrically loaded reinforced concrete elements strengthened with CFRP
(Procedia Engineering, 2013)The article analyses the behavior of eccentrically loaded confined rectangular cross section reinforced concrete elements. Fourteen elements were tested, 6 of which were strengthened with carbon fiber reinforced polymer. ... -
Experimental research of hollow concrete block masonry stress deformations
(Procedia Engineering, 2013)The article discusses the results of experimental investigation of highly hollow concrete block masonry and concrete infill block masonry behaviour under compression. The research revealed that upon failure of hollow block ...