Comparative result between standard requirements and finite element analysis of wood-frame panels
| Autor: | Júlia Lopes Ribeiro da Silva, Shandy Alexandra Morassi, Altibano Ortenzi |
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| Rok vydání: | 2018 |
| Předmět: |
0209 industrial biotechnology
Engineering business.industry Connection (vector bundle) 0211 other engineering and technologies 02 engineering and technology Building and Construction Structural engineering Reuse Finite element method Design for sustainability 020901 industrial engineering & automation Creep Mechanics of Materials 021105 building & construction Architecture Thermal Impact energy Safety Risk Reliability and Quality business Wall thickness Civil and Structural Engineering |
| Zdroj: | Journal of Building Engineering. 15:78-84 |
| ISSN: | 2352-7102 |
| Popis: | This study uses finite element analysis to compare the performance of load-bearing wooden-frame panels in terms of connection displacements caused by lateral loads resulting from soft-body impacts and wall's parallel load resulting from suspended objects. The panels were designed based on the project concepts of the Design for Sustainability and the Design for Reuse. Connections play an important role in the design of the panels as they support and transmit loads to contiguous panels without collapsing. We designed two panels and connected them using an aluminum alloy (H-shaped cross-section, 2.0-mm thickness). An instantaneous impact energy load was replaced by an instantaneous equivalent load. Afterwards, the simulation was repeated for long-term loading during 24-h to verify the creep effect. The results obtained showed that all the simulations performed herein meet the standard prerequisites and the wall thickness could be less than used in this analysis. Yet, for constructive facilities and thermal and acoustic behavior, the thickness remained unaltered to improve these properties, regarding other studies previously developed. |
| Databáze: | OpenAIRE |
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