WFRF:(Honfi Daniel)
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| Fältnamn | Indikatorer | Metadata |
|---|---|---|
| 000 | 02973naa a2200325 4500 | |
| 001 | oai:DiVA.org:ri-37554 | |
| 003 | SwePub | |
| 008 | 190124s2018 | |||||||||||000 ||eng| | |
| 024 | 7 | a https://urn.kb.se/resolve?urn=urn:nbn:se:ri:diva-375542 URI |
| 024 | 7 | a https://doi.org/10.3390/ecms2018-052412 DOI |
| 040 | a (SwePub)ri | |
| 041 | a engb eng | |
| 042 | 9 SwePub | |
| 072 | 7 | a ref2 swepub-contenttype |
| 072 | 7 | a kon2 swepub-publicationtype |
| 100 | 1 | a Bedon, Chiarau University of Trieste, Italy4 aut |
| 245 | 1 0 | a Numerical Modelling of Structural Glass Elements under Thermal Exposure |
| 264 | c 2018-05-21 | |
| 264 | 1 | a Basel, Switzerland :b MDPI,c 2018 |
| 338 | a print2 rdacarrier | |
| 520 | a Glass is largely used in engineering applications as a structural material, especially for laminated glass (LG) sections. However, the well-known temperature-dependent behaviour of visco-elastic interlayers for LG sections should be properly accounted for safety purposes, even in ambient conditions. The materials thermo-mechanical degradation with increase of temperature could further severely affect the load-bearing performance of such assemblies. Thermo-mechanical Finite Element (FE) numerical modelling, in this regard, can represent a robust tool and support for designers. Key input parameters and possible limits in FE models, however, should be properly taken into account and calibrated, especially for geometrically simplified models, to enable realistic and reliable estimations of real structural behavior. In this paper, FE simulations are proposed for monolithic (MG) and LG specimens under radiant heating, based on one-dimensional (1D) models. With the use of experimental results from the literature, parametric studies are discussed, indicating limits and issues at several modelling assuptions. Careful consideration is paid for various thermal material properties (conductivity, specific heat), boundary conditions (conductivity, emissivity) as well as geometrical features (thickness tolerances, etc.) and composition of LG sections (interlayer type, thickness). Comparative parametric results are hence discussed in the paper. | |
| 650 | 7 | a TEKNIK OCH TEKNOLOGIERx Samhällsbyggnadsteknik0 (SwePub)2012 hsv//swe |
| 650 | 7 | a ENGINEERING AND TECHNOLOGYx Civil Engineering0 (SwePub)2012 hsv//eng |
| 653 | a structural glass; laminated glass; experiments; numerical modelling; one-dimensional (1D) models; thermal loading; material properties; thermo-mechanical performance | |
| 700 | 1 | a Honfi, Danielu RISE,Safety,Mechanics Research4 aut0 (Swepub:ri)daniel.honfi@ri.se |
| 700 | 1 | a Kozłowski, Marcinu Silesian University of Technology, Poland; Lund University, Sweden4 aut |
| 710 | 2 | a University of Trieste, Italyb Safety4 org |
| 856 | 4 | u https://sciforum.net/manuscripts/5241/manuscript.pdf |
| 856 | 4 8 | u https://urn.kb.se/resolve?urn=urn:nbn:se:ri:diva-37554 |
| 856 | 4 8 | u https://doi.org/10.3390/ecms2018-05241 |
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