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Wyszukujesz frazę "reinforce concrete" wg kryterium: Temat


Wyświetlanie 1-3 z 3
Tytuł:
Modelling and numerical analysis of the reinforced concrete viaduct under the Eurocity EC-114 train
Autorzy:
Szurgott, P.
Powiązania:
https://bibliotekanauki.pl/articles/246723.pdf
Data publikacji:
2012
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
bridge - train interaction
moving train
reinforce concrete bridge
numerical analysis
dynamics
Opis:
The paper presents a methodology of finite element modelling and numerical simulation of symmetric vibrations of the reinforced concrete viaduct using advanced CAE systems. Two types of analysis were carried out - static analysis of the viaduct under dead load and dynamic analysis under a moving high speed train. The KNI 140070 viaduct of span length of 14.40 m with abutment zones was selected as a representative for the study. The serviced ballasted track was taken into consideration. The FE model of the track includes the main rails, fastening systems, sleepers and the ballast. The EuroCity EC 114, Polish high speed train, moving at 100-160 km/h was selected for the study. Components of the train FE model were considered as rigid bodies and were modelled using shell and beam elements. Cylindrical and revolute constrained joints were applied for kinematic connections and relations between relative components. Discrete springs and dampers were applied for modelling of the primary and the secondary suspension systems. The numerical analysis was performed using finite element code LS-DYNA. The stress distribution in selected components of the viaduct structure was presented as the results of the static analysis, whereas the selected time histories for displacements and stresses were shown as the results of the dynamic analysis. The results obtained from both analyses allowed to assess the actual displacement and stress states for the considered viaduct.
Źródło:
Journal of KONES; 2012, 19, 2; 515-524
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The impact of the agressive acid environment on RC constructions
Autorzy:
Blikharskyy, Yaroslav
Khmil, Roman
Blikharskyy, Zinoviy
Shnal, Taras
Powiązania:
https://bibliotekanauki.pl/articles/88692.pdf
Data publikacji:
2020
Wydawca:
Stowarzyszenie Menedżerów Jakości i Produkcji
Tematy:
aggressive environment
reinforce concrete
beams
corrosion
damaged constructions
środowisko agresywne
środowisko kwaśne
konstrukcja żelbetowa
belka
beton zbrojony
korozja
Opis:
The main issue of the article is the corrosion of the reinforced concrete elements by the co-influence of the aggressive and power factors. The problem of corrosion is extremely actual one. Therefore the tests were carried out upon the specimens considering the corrosion in the acid environment, namely 10 % HSO4. The acid environment H2SO4 was taken as a model of the aggressive environment. Conclusions concerning the corrosion model of the cross section and investigation of stress-strain state have been made. That material concerns the problem of the reinforced concrete corrosion as a whole construction. Reinforced concrete beams were tested with and without the co-action of the aggressive environment and power factor.
Źródło:
System Safety : Human - Technical Facility - Environment; 2020, 2, 1; 223-229
2657-5450
Pojawia się w:
System Safety : Human - Technical Facility - Environment
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effect of Modified Carbon Nanotubes Epoxy on the Mechanical Properties of Concrete Reinforced with FRP Sheets
Autorzy:
Kazemi, Hamid
Heydari, Mostafa
Bamoharam, Fateme Farash
Powiązania:
https://bibliotekanauki.pl/articles/2051689.pdf
Data publikacji:
2021
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
carbon nanotube
epoxy resin
fibre reinforced polymer
mechanical properties
reinforce concrete
FRP sheet
mechanical testing
nanorurka węglowa
żywica epoksydowa
kompozyty
właściwości mechaniczne
beton zbrojony
mata FRP
Opis:
Today, using Fiber Reinforced Polymer (FRP) sheets is one of the conventional methods in retrofitting concrete structures. Some factors affecting FRP sheets proper performance include mechanical properties, surface specifications, connector’s material and connecting approach in concrete elements. Previous studies showed that FRP epoxy resin and its basic surface have a significant impact on the ultimate bearing capacity. In line with the development of nanotechnology in recent years, this paper presents an experimental study to show the effects of adding the best percentage of nano-carbons to adhesive resin and evaluate the ultimate axial, shear and bending strengths in concrete samples. The results show that using FRP with carbon nanotube reinforced resins will significantly increase stiffness and ductility by 100%; moreover, it shows an effective increase of almost 13% in axial and flexural strengths of specimens.
Źródło:
Civil and Environmental Engineering Reports; 2021, 31, 3; 177-196
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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