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Influence of Concrete Strength on the Behavior of Steel Tubular Columns Filled by Concrete

Popis výsledku

This paper deals with the effectiveness of using circular steel columns filled by high strength concrete in case of structural members subjected to compression. The paper was worked out within the research programme focused on true behavior of steel tubular columns filled by concrete. Attention is focused on influence investigation of concrete strength on the behavior of columns. The paper includes the interpretation and evaluation of the results of experimental analysis, initial results of numerical model and sensitivity analysis. Circular steel tubes filled by normal concrete and circular steel tubes filled by high-strength concrete have been taken into account within the solution. The behavior of tubular columns filled by concrete is compared basedon the results of experimental analysis. The behavior of columns without concrete is included into comparison. Numerical model has been developed in order to ensure consistency of the output of the numerical calculation and the data obtai

Klíčová slova

steel tubes filled by concretebuckling resistancesensitivity analysiscomposite columns

Identifikátory výsledku

Alternativní jazyky

  • Jazyk výsledku

    čeština

  • Název v původním jazyce

    Influence of Concrete Strength on the Behavior of Steel Tubular Columns Filled by Concrete

  • Popis výsledku v původním jazyce

    This paper deals with the effectiveness of using circular steel columns filled by high strength concrete in case of structural members subjected to compression. The paper was worked out within the research programme focused on true behavior of steel tubular columns filled by concrete. Attention is focused on influence investigation of concrete strength on the behavior of columns. The paper includes the interpretation and evaluation of the results of experimental analysis, initial results of numerical model and sensitivity analysis. Circular steel tubes filled by normal concrete and circular steel tubes filled by high-strength concrete have been taken into account within the solution. The behavior of tubular columns filled by concrete is compared basedon the results of experimental analysis. The behavior of columns without concrete is included into comparison. Numerical model has been developed in order to ensure consistency of the output of the numerical calculation and the data obtai

  • Název v anglickém jazyce

    Influence of Concrete Strength on the Behavior of Steel Tubular Columns Filled by Concrete

  • Popis výsledku anglicky

    This paper deals with the effectiveness of using circular steel columns filled by high strength concrete in case of structural members subjected to compression. The paper was worked out within the research programme focused on true behavior of steel tubular columns filled by concrete. Attention is focused on influence investigation of concrete strength on the behavior of columns. The paper includes the interpretation and evaluation of the results of experimental analysis, initial results of numerical model and sensitivity analysis. Circular steel tubes filled by normal concrete and circular steel tubes filled by high-strength concrete have been taken into account within the solution. The behavior of tubular columns filled by concrete is compared basedon the results of experimental analysis. The behavior of columns without concrete is included into comparison. Numerical model has been developed in order to ensure consistency of the output of the numerical calculation and the data obtai

Klasifikace

  • Druh

    Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

  • CEP obor

    JM - Inženýrské stavitelství

  • OECD FORD obor

Návaznosti výsledku

  • Projekt

    Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

  • Návaznosti

    S - Specificky vyzkum na vysokych skolach

Ostatní

  • Rok uplatnění

    2012

  • Kód důvěrnosti údajů

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

Údaje specifické pro druh výsledku

  • Název periodika

    International Journal of Mechanics

  • ISSN

    1998-4448

  • e-ISSN

  • Svazek periodika

    6

  • Číslo periodika v rámci svazku

    3

  • Stát vydavatele periodika

    US - Spojené státy americké

  • Počet stran výsledku

    9

  • Strana od-do

    149-157

  • Kód UT WoS článku

  • EID výsledku v databázi Scopus

Základní informace

Druh výsledku

Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

Jx

CEP

JM - Inženýrské stavitelství

Rok uplatnění

2012