Four Point Bending Tests of Double Laminated Glass Panels

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00322088" target="_blank" >RIV/68407700:21110/18:00322088 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21610/18:00322088
Result on the web
<a href="http://dx.doi.org/10.21495/91-8-285" target="_blank" >http://dx.doi.org/10.21495/91-8-285</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.21495/91-8-285" target="_blank" >10.21495/91-8-285</a>

Result language
angličtina
Original language name
Four Point Bending Tests of Double Laminated Glass Panels
Original language description
Glass as a structural material exhibits a wide range of tensile strength which becomes a crucial fact when designing laminated glass panels. Civil engineers currently tend to design laminated glass members on the safe side regardless the individual plies interaction. This paper is focused on double laminated glass panels in four point bending test - particularly normal stress distribution along the critical cross section, maximum tensile strength of different glass types and residual load bearing capacity. Experimentally verified tensile strength of different glass types and interlayers stiffness help engineers to design safer and more economical laminated glass constructions.
Czech name
—
Czech description
—

Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Project
<a href="/en/project/GA16-14770S" target="_blank" >GA16-14770S: Advanced computational and experimental modelling of laminated glass structures under low velocity impact</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Similar results(10)