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Easy design tool for 3D analysis of structures affected by rheological phenomena

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00317982" target="_blank" >RIV/68407700:21110/17:00317982 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.iass-structures.org/index.cfm/journal.getFile/Jiass_2017_vol58_no2_10_Kadlec_3D-analysis-structures-rheological-phenomena.pdf?aID=834" target="_blank" >https://www.iass-structures.org/index.cfm/journal.getFile/Jiass_2017_vol58_no2_10_Kadlec_3D-analysis-structures-rheological-phenomena.pdf?aID=834</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.20898/j.iass.2017.192.834" target="_blank" >10.20898/j.iass.2017.192.834</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Easy design tool for 3D analysis of structures affected by rheological phenomena

  • 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 beam-type 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

    J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/GA16-04454S" target="_blank" >GA16-04454S: Uncertainties on the material level affecting those on the structural level</a><br>

  • Continuities

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

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Journal of the International Association for Shell and Spatial Structures (J. IASS)

  • ISSN

    1028-365X

  • e-ISSN

  • Volume of the periodical

    58

  • Issue of the periodical within the volume

    2

  • Country of publishing house

    ES - SPAIN

  • Number of pages

    6

  • Pages from-to

    173-178

  • UT code for WoS article

    000425318800006

  • EID of the result in the Scopus database

    2-s2.0-85023167892