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

Kód výsledku v 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>

Výsledek na webu

<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>

Jazyk výsledku

angličtina

Název v původním jazyce

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

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

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

Popis výsledku anglicky

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.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/GA16-04454S" target="_blank" >GA16-04454S: Nejistoty na materiálové úrovni ovlivňující nejistoty na úrovni konstrukce</a><br>

Návaznosti

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

Rok uplatnění

2017

Kód důvěrnosti údajů

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

Název periodika

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

ISSN

1028-365X

e-ISSN

—

Svazek periodika

58

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

ES - Španělské království

Počet stran výsledku

6

Strana od-do

173-178

Kód UT WoS článku

000425318800006

EID výsledku v databázi Scopus

2-s2.0-85023167892