FIBER REINFOCED POLYMER USED FOR FLOODING PROTECTION OF ENGINEERING STRUCTURES MADE OF RC AND BRICK MASONRY

Urban and rural floods are becoming nowadays a frequent problem to be dealt with, by both the population and the authorities. Floods and flood related natural disasters act against the civil, industrial and agricultural structures by the hydrostatic and hydrodynamic pressures of water. A set of prot...

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Veröffentlicht in:Buletinul Institutului Politehnic din Iași. Secția 6, Construcții, arhitectura Construcții, arhitectura, 2008-04, Vol.54 (2), p.61-61
Hauptverfasser: Oprisan, Gabriel, Munteanu, Vlad, Taranu, Nicolae, Lazar, Alina
Format: Artikel
Sprache:eng
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Zusammenfassung:Urban and rural floods are becoming nowadays a frequent problem to be dealt with, by both the population and the authorities. Floods and flood related natural disasters act against the civil, industrial and agricultural structures by the hydrostatic and hydrodynamic pressures of water. A set of protective solutions based on Fiber Reinforced Polymer (FRP) composite materials, for structural elements of buildings subjected to flood loadings, is proposed and analysed. These solutions are achieved by using the hand lay-up forming technique utilizing glass, carbon or aramid fibers fabrics pre-impregnated with thermosetting epoxy, polyester or vynilester resins. The application of these FRP composites is carried out on reinforced concrete columns and beams as well as on brick masonry works aiming to increase in the overall load bearing capacity, especially against horizontal loads. An improved protection against excessive humidity is also envisaged. The Finite Elements Method based LUSAS software was used to simulate a partially flooded structure. The numerical modeling was carried out in both the un-strengthened and strengthened conditions of the structure in order to assess the increasing in load and deformation capacities of the structural elements. Volumetric finite elements were used for modeling the concrete and masonry members. [PUBLICATION ABSTRACT]
ISSN:1224-3884
2068-4762