FINITE-ELEMENT MODELING OF TIMBER-CONCRETE COMPOSITE FLOOR

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00194709" target="_blank" >RIV/68407700:21110/12:00194709 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

FINITE-ELEMENT MODELING OF TIMBER-CONCRETE COMPOSITE FLOOR

Popis výsledku v původním jazyce

In recent years timber-concrete composite structures are becoming very important because they are widely used as an effective method for refurbishment of existing timber floors and for floors of new multi-storey timber houses. Timber is used as the maintensile load-bearing material due to its high strength-to-weight ratio, while concrete acts mainly in compression and is used in floor slabs for its advantages in stiffness and fire resistance. The subject of this paper is the numerical simulation of thebehavior of composite timber-concrete floor, consisting concrete slab and timber beams. The main point of this work is to explore the use of concrete slab with wooden beams and investigate the behavior of the load floor structure by using Ansys models.Accurancy of the numerical analysis of the timber-concrete composite structures fully depends on material models used in the analysis. This paper presents 3D FE model developed to predict the mechanical behaviour of timber-fibre concrete

Název v anglickém jazyce

FINITE-ELEMENT MODELING OF TIMBER-CONCRETE COMPOSITE FLOOR

Popis výsledku anglicky

In recent years timber-concrete composite structures are becoming very important because they are widely used as an effective method for refurbishment of existing timber floors and for floors of new multi-storey timber houses. Timber is used as the maintensile load-bearing material due to its high strength-to-weight ratio, while concrete acts mainly in compression and is used in floor slabs for its advantages in stiffness and fire resistance. The subject of this paper is the numerical simulation of thebehavior of composite timber-concrete floor, consisting concrete slab and timber beams. The main point of this work is to explore the use of concrete slab with wooden beams and investigate the behavior of the load floor structure by using Ansys models.Accurancy of the numerical analysis of the timber-concrete composite structures fully depends on material models used in the analysis. This paper presents 3D FE model developed to predict the mechanical behaviour of timber-fibre concrete

Druh

O - Ostatní výsledky

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2012

Kód důvěrnosti údajů

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