All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

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

The result's identifiers

  • Result code in 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>

  • Alternative codes found

    RIV/68407700:21610/19:00332286

  • Result on the web

    <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>

Alternative languages

  • Result language

    angličtina

  • Original language name

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

  • Original language description

    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.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/FV10295" target="_blank" >FV10295: Safety glass with reinforcement</a><br>

  • Continuities

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

Others

  • Publication year

    2019

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Structures and Architecture: Bridging the Gap and Crossing Borders

  • ISBN

    978-1-138-03599-7

  • ISSN

  • e-ISSN

  • Number of pages

    9

  • Pages from-to

    619-627

  • Publisher name

    CRC Press/Balkema

  • Place of publication

    Leiden

  • Event location

    Lisabon

  • Event date

    Jul 24, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000670758600074