Glass-steel triangulated structures: parametric nonlinear finite-element analysis of in-plane and out-of-plane structural response of triangular laminated glass panels
| Autor: | Christian Louter, Francesco Laccone, Maurizio Froli |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2020 |
| Předmět: |
Hybrid glass-steel structure
Triangular glass pane Long-spanned Materials science Structural material Visual Arts and Performing Arts business.industry Buckling Tetrahelix Posttensioning Building and Construction Structural engineering Out of plane In plane Structural glass Brittleness Architecture Redundancy (engineering) Laminated glass business Civil and Structural Engineering Parametric statistics |
| Zdroj: | Journal of architectural engineering (2020). doi:10.1061/(ASCE)AE.1943-5568.0000374 info:cnr-pdr/source/autori:Laccone F.; Louter C.; Froli M./titolo:Glass-steel triangulated structures: parametric nonlinear finite-element analysis of in-plane and out-of-plane structural response of triangular laminated glass panels/doi:10.1061%2F(ASCE)AE.1943-5568.0000374/rivista:Journal of architectural engineering/anno:2020/pagina_da:/pagina_a:/intervallo_pagine:/volume |
| DOI: | 10.1061/(ASCE)AE.1943-5568.0000374 |
| Popis: | Glass exhibits brittle failure behavior. Therefore, redundancy is a fundamental design requirement when using glass as a main structural material. On this basis, a novel structural concept has been developed for hybrid glass-steel posttensioned triangulated structures, where the two materials collaborate. In forming such lattice structure, local fracture must be avoided. This paper presents a parametric study that highlights the influences of mechanical and geometrical parameters on the in-plane and out-of-plane static behaviour of laminated triangular glass panels. The resulting data set constitutes a useful source for the designer to select the most appropriate component. The main sensitivity parameters are panel length, laminate thickness, and interlayer stiffness. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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