Current analytical computational methods of laminated glass panels in comparison to FEM simulation

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00332286" target="_blank" >RIV/68407700:21110/19:00332286 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21610/19:00332286

Výsledek na webu

<a href="https://www.crcpress.com/Structures-and-Architecture---Bridging-the-Gap-and-Crossing-Borders-Proceedings/Cruz/p/book/9781138035997" target="_blank" >https://www.crcpress.com/Structures-and-Architecture---Bridging-the-Gap-and-Crossing-Borders-Proceedings/Cruz/p/book/9781138035997</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1201/9781315229126-74" target="_blank" >10.1201/9781315229126-74</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Current analytical computational methods of laminated glass panels in comparison to FEM simulation

Popis výsledku v původním jazyce

Current architecture offers many examples of glass load bearing structures such as panes, beams, balustrades, stairs or even columns. These members are mostly made of laminated safety glass panels. Individual plates in a laminated panel are bonded with a polymeric interlayer which has a significant influence on the shear forces transfer between them when the panel is perpendicularly loaded. This transfer meaningly depends on the interlayer´s shear stiffness. Even if this stiffness for a certain interlayer is available, the exact stress analysis of a laminated glass panel is rather difficult. This paper compares the results obtained by current analytical computational methods of double laminated perpendicularly loaded glass panel in various boundary conditions to the numerical simulation performed in RFEM 5®, shows marginal differences between these methods and gives further recommendations for a design of these structures in practice.

Název v anglickém jazyce

Current analytical computational methods of laminated glass panels in comparison to FEM simulation

Popis výsledku anglicky

Current architecture offers many examples of glass load bearing structures such as panes, beams, balustrades, stairs or even columns. These members are mostly made of laminated safety glass panels. Individual plates in a laminated panel are bonded with a polymeric interlayer which has a significant influence on the shear forces transfer between them when the panel is perpendicularly loaded. This transfer meaningly depends on the interlayer´s shear stiffness. Even if this stiffness for a certain interlayer is available, the exact stress analysis of a laminated glass panel is rather difficult. This paper compares the results obtained by current analytical computational methods of double laminated perpendicularly loaded glass panel in various boundary conditions to the numerical simulation performed in RFEM 5®, shows marginal differences between these methods and gives further recommendations for a design of these structures in practice.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/FV10295" target="_blank" >FV10295: Vrstvené bezpečnostní sklo s výztuží</a><br>

Návaznosti

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

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

Structures and Architecture: Bridging the Gap and Crossing Borders

ISBN

978-1-138-03599-7

ISSN

—

e-ISSN

—

Počet stran výsledku

9

Strana od-do

619-627

Název nakladatele

CRC Press/Balkema

Místo vydání

Leiden

Místo konání akce

Lisabon

Datum konání akce

24. 7. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000670758600074