2465x
001698
2022-03-14

Avaliação e documentação dos resultados da verificação de ligações de aço no RFEM 6

A vantagem do módulo RFEM 6 Steel Joints é que pode analisar as ligações de aço utilizando um modelo de EF, para o qual a modelação é totalmente automática em segundo plano. A entrada dos componentes da ligação de aço que controlam a modelação pode ser feita definindo os componentes manualmente ou utilizando os modelos disponíveis na biblioteca. O último método está incluído num artigo anterior da base de dados de conhecimento intitulado "Definir os componentes de ligação de aço utilizando a biblioteca". A definição de parâmetros para o dimensionamento de ligações de aço é o tema da artigo da base de dados de conhecimento "Dimensionamento de ligações de aço no RFEM 6".

Considerando que a ligação de aço e os parâmetros de dimensionamento associados são definidos conforme discutido nos artigos acima mencionados, o cálculo pode ser executado clicando no botão "Mostrar resultados" na tabela Ligações de aço ou através de "Dimensionamento da ligação de aço" na barra de ferramentas, conforme que são apresentados na Figura 1.

Resultados da análise tensão-deformação

Once the calculation is finished, the results are available in the RFEM working window and the Steel Joint Design table. Image 2 shows the results of the stress-strain analysis, which can be displayed as design ratios by loading, joint, node, or component. You can display detailed design checks via the Design Check Details icon indicated in the same image.

An example of design check details is shown in Image 3. In addition to the formulas, the detailed results contain standard references, so that you can trace the design checks precisely and understand the performed verifications in detail. You can export these design check formulas and standard references directly to the printout report via the “Print Graphics to Printout Report” icon indicated in the image.

Next, you can display the results in the steel joint by clicking the associated “Results in Steel Joint” icon in the Design Check Details window (indicated in Image 3), or via the same icon in the Steel Joint Design table. Once the results are available as shown in Image 4, you can filter them according to the respective components; that is, you can display only the results for the components you are interested in. This is possible in the “To Display” section of this window.

Resultados da análise de estabilidade

If the buckling analysis is selected in the design parameters of the ultimate configuration, you can also check whether the stability failure is relevant for the joint components (which requires the Structure Stability add-on for RFEM 6 / RSTAB 9).

Hence, the critical load factor for all analyzed load combinations and the selected number of mode shapes is calculated for the connection model and given in the Steel Joint Design table (Image 5). The smallest critical load factor is compared with the limit value 15 from the standard EN 1993-1‑1 [1], or a user-defined value. The definition of these settings can be found in Image 7 of the Knowledge Base article  Dimensionamento de ligações de aço no RFEM 6 .

You can display the corresponding mode shapes graphically via “Results in Steel Joint”, as shown in Image 6. It is important to highlight that an adapted surface model is considered for the stability analysis to specifically recognize the local buckling shapes. Hence, the model of the analysis (including the results), can also be saved as a separate model file by clicking the “Save Model As” icon indicated in the image. This model is displayed in Image 7.

Documenting the Input Data and the Results

Todos os dados de entrada e resultados para a verificação das ligações de aço no RFEM 6 podem ser documentados num relatório de impressão multilingue. The scope of the printout can be customized via filter criteria so that you can include items associated with the steel joint design, as shown in Image 8. In this manner, you can document all data related to members, components, and components’ properties, as well as the design and analysis results in the printout report (Image 9).

You can also include specific design check details in the printout report, as shown in Image 3. In addition, you can export graphics of the work window containing results directly to the printout report via "File → Print Graphics to Printout Report" (Image 10).

It is also possible to select the image content via a window selection in the graphic using the "Define an area in graphics" function. Next, you can adjust these graphical printouts in terms of quality, size, display settings, and so on. If you are interested in printing out multiple graphics associated with the steel joints, this is also possible using the "Multi print" function in RFEM 6.


Autor

A Eng.ª Kirova é responsável pela criação de artigos técnicos e presta apoio técnico aos clientes da Dlubal.

Ligações
Referências
  1. EN 1993-1-1:2005: Bemessung und Konstruktion von Stahlbauten - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau. CEN, Brüssel, Mai 2005.