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3D Analysis of Bridges Changing Structural Systems, an Easy Design Tool

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00232111" target="_blank" >RIV/68407700:21110/15:00232111 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.796.69" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.796.69</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.796.69" target="_blank" >10.4028/www.scientific.net/AMM.796.69</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    3D Analysis of Bridges Changing Structural Systems, an Easy Design Tool

  • Original language description

    Due to increase of requirements on accuracy of structural analyses, practically applicable computational tools for reliable determination of the real structural performance of bridges are needed. A method is proposed for the true full 3D analysis which can be applied to achieve the real spatial behaviour of concrete bridge structures taking into account rheological phenomena and changes of structural systems. Particularly, the effects of shear lag, shear performance of webs of box girders, warping torsion, warping of cross-sections, distortional effects, state of stresses in the singular regions, the real prestress loss, etc., can be correctly determined. The method combines conventional approaches (based on the elementary beamtype assumptions) for calculating the time development of the internal forces due to rheological phenomena and changes in the structural system during construction and routine commercial FEM software intended for calculating spatial shell structures. The method is capable to give the true 3D prediction of structure behaviour by using only commercially available software. The primary advantage of the proposed method is its ease of application which allows the true 3D performance to be determined from simple calculations. The method offers the designers of concrete bridge girders an ideal design tool. The correct 3D simulation can lead to more efficient and economical designs.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2015

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Safety and Durability of Buildings and Structures

  • ISBN

    978-3-03835-617-2

  • ISSN

    1660-9336

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    69-75

  • Publisher name

    Trans Tech Publications

  • Place of publication

    Curich

  • Event location

    Prague

  • Event date

    Sep 10, 2015

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article