Numerical Analysis of Hybrid Steel-Glass Beam

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU101095" target="_blank" >RIV/00216305:26110/12:PU101095 - 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

Numerical Analysis of Hybrid Steel-Glass Beam

Popis výsledku v původním jazyce

The aim of this paper is testing of numerical modeling of steel-glass composite structure. New hybrid steel-glass beam consists of steel flanges and glass web bonded together. The most important aspect of all composite materials is to joint of differentmaterials. Actually silicone, peroxide, acrylate and polyurethane materials are use for steel and glass connecting. Load carrying capacity is directly dependent to quality of joint of materials. In this paper perfect shear connection is consider. Numerical modeling was performed in software based on final element method. Model of hybrid beam is consisting of 2D and 3D elements (two models). Span of beam is 6 meters, depth is 300 mm. Flange has rectangular cross section with dimensions 150 and 10 mm. Thickness of web is 8 mm. (this dimensions are equivalent to IPE300). Linear and nonlinear solutions were performed. The same beam was calculated by analytical method. Results (deflections, normal stress and shear stress) from numerical mode

Název v anglickém jazyce

Numerical Analysis of Hybrid Steel-Glass Beam

Popis výsledku anglicky

The aim of this paper is testing of numerical modeling of steel-glass composite structure. New hybrid steel-glass beam consists of steel flanges and glass web bonded together. The most important aspect of all composite materials is to joint of differentmaterials. Actually silicone, peroxide, acrylate and polyurethane materials are use for steel and glass connecting. Load carrying capacity is directly dependent to quality of joint of materials. In this paper perfect shear connection is consider. Numerical modeling was performed in software based on final element method. Model of hybrid beam is consisting of 2D and 3D elements (two models). Span of beam is 6 meters, depth is 300 mm. Flange has rectangular cross section with dimensions 150 and 10 mm. Thickness of web is 8 mm. (this dimensions are equivalent to IPE300). Linear and nonlinear solutions were performed. The same beam was calculated by analytical method. Results (deflections, normal stress and shear stress) from numerical mode

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GAP105%2F12%2F0314" target="_blank" >GAP105/12/0314: Klopení tenkostěnných ocelových nosníků s otvory</a><br>

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

Název statě ve sborníku

Proceedings of 3rd European Conference of Civil Engineering (ECCIE'12)

ISBN

978-1-61804-137-1

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

234-239

Název nakladatele

WSEAS Press

Místo vydání

Paris, France

Místo konání akce

Paris

Datum konání akce

2. 12. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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