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Steel beams strengthened by externally bonded CFRP reinforcement

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU99977" target="_blank" >RIV/00216305:26110/12:PU99977 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Steel beams strengthened by externally bonded CFRP reinforcement

  • Original language description

    The paper deals with the problems of the theoretical and experimental investigation of load-carrying capacity of steel-concrete composite beams using glass-fibre-concrete (GFC) slab. The paper presents some selected results of the theoretical analysis and experimental verification of the sagging bending moment capacity. Within the framework of the bending moment capacity analysis, the following basic types of beams have been investigated, all composed of 3 different steel IPE cross-sections (IPE 180, IPE 200, IPE 220) and concrete slab: (i) beams with GFC slab without steel reinforcement subjected to sagging bending moment, to verify GFC contribution to the moment capacity; (ii) beams with plain concrete (PC) slab subjected to sagging moment, to compare the cases of (i) and (ii); (iii) beams with GFC slab with steel reinforcement (reduced amount) subjected to sagging moment, to investigate the contribution of GFC together with steel reinforcement to the moment capacity and to compare (

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2012

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Proceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures

  • ISBN

    981-07-2615-5

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    605-612

  • Publisher name

    Research Publishing Services

  • Place of publication

    Singapore

  • Event location

    Singapore

  • Event date

    Jul 2, 2012

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article