Results 21 to 30 of about 1,235,624 (275)

Centrifugal concrete poles for transmission lines reinforced with prestressed FRP rebar [PDF]

open access: yesE3S Web of Conferences, 2023
Reinforced with steel rebar concrete centrifuged conical poles for power transmission poles receive corrosion damage to steel reinforcement during operation. These damages can lead to the failure of structures.
Kudyakov Konstantin, Buchkin Andrey
doaj   +1 more source

Pure shear model for crack width analysis of reinforced concrete members

open access: yesScientific Reports, 2023
Reinforcement corrosion in concrete structures with excessive crack width poses a high risk of reducing the structure's service life. The crack width behavior is one of the most complex aspects of the mechanics of reinforced concrete (RC).
Karolis Sakalauskas, Gintaris Kaklauskas
doaj   +1 more source

Reinforced Concrete [PDF]

open access: yesProceedings of the Institution of Mechanical Engineers, 1909
n ...
openaire   +2 more sources

Improvement of the mathematical model of the diagram of deformation of the compressed composite steel and concrete structures

open access: yesMATEC Web of Conferences, 2017
The mathematical model of the stress-strain ratio of compressed concrete at elevated temperatures for composite structures described in Eurocode EN 1994-1-2:2005 Eurocode 4 divided in two stages: Stage 1 - represents the ascending branch and is defined ...
Fomin Stanislav   +4 more
doaj   +1 more source

Crack Width and Load-Carrying Capacity of RC Elements Strengthened with FRP

open access: yesInternational Journal of Polymer Science, 2018
The present study focuses on a prediction of crack width and load-carrying capacity of flexural reinforced concrete (RC) elements strengthened with fibre-reinforced polymer (FRP) reinforcements.
Justas Slaitas   +3 more
doaj   +1 more source

Analysis of Deflections of Bridge Girders Strengthened by Carbon Fibre Reinforcement

open access: yesThe Baltic Journal of Road and Bridge Engineering, 2008
The paper deals with experimental and theoretical investigations in reinforced concrete structures strengthened with carbon fibre sheets. Four stages in the behaviour of concrete structures strengthened with the carbon fibre reinforced polymer (CFRP) are
Tomas Skuturna   +4 more
doaj   +1 more source

Application of X-Shaped CFRP Ropes for Structural Upgrading of Reinforced Concrete Beam–Column Joints under Cyclic Loading–Experimental Study

open access: yesFibers, 2021
The effectiveness of externally applied fiber-reinforced polymer (FRP) ropes made of carbon fibers in X-shape formation and in both sides of the joint area of reinforced concrete (RC) beam–column connections is experimentally investigated. Six full-scale
Emmanouil Golias   +7 more
doaj   +1 more source

Determination of Stiffness of the Connections of Composite Steel and Concrete Bridge Deck by the Limit Permissible Deflections

open access: yesThe Baltic Journal of Road and Bridge Engineering, 2013
The composite steel and concrete structures are used for constructing bridge floors and others buildings. The joint action of composite structures as well as their economic efficiency depends on the connection between the layers, i.e.
Gediminas Marčiukaitis   +4 more
doaj   +1 more source

Flexural capacity and stiffness of monolithic biaxial hollow slabs

open access: yesJournal of Civil Engineering and Management, 2014
The article presents a research on flexural behaviour of hollow monolithic reinforced concrete slabs. It focuses on the results of experimental investigation into full-size hollow reinforced concrete slabs and analyses their flexural capacity and ...
Juozas Valivonis   +4 more
doaj   +1 more source

Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads [PDF]

open access: yesEPJ Web of Conferences, 2019
The article shows studies of bending basalt fiber reinforced concrete elements with pre-stressed glass composite reinforcement under static and short-term dynamic effects. Main results of numerical and experimental studies are presented.
Plevkov Vasilii, Kudyakov Konstantin
doaj   +1 more source

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