Journals / Research on Engineering Structures and Materials / 2019 / Cilt: 5 - Sayı: 4

Computational modeling and constructal design method applied to the geometric evaluation of stiffened thin steel plates considering symmetry boundary condition

Pages
393–402
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The obtained results showed that, by transforming part of the volume of the reference plate into stiffeners, structural stiffness gains can be achieved in the stiffened plates when compared with the values of deflection and stress reached by the reference plate.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:The present article presents a geometric evaluation of stiffened plates employing the symmetry boundary condition.
📊
Key Findings & Data:The computational models were developed in the software ANSYS, based on the Finite Element Method, using the SHELL281 finite element.
💡
Conclusion & Impact:The obtained results showed that, by transforming part of the volume of the reference plate into stiffeners, structural stiffness gains can be achieved in the stiffened plates when compared with the values of deflection and stress reached by the reference plate.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Özet

The present article presents a geometric evaluation of stiffened plates employing the symmetry boundary condition. The computational models were developed in the software ANSYS, based on the Finite Element Method, using the SHELL281 finite element. As expected, the numerical simulations considering the symmetry demonstrated a gain in computational processing because of the possibility of developing the models in a quarter of a plate rather than simulating the entire plate, without accuracy loss. The geometric configurations are obtained through the application of Constructal Design. For this, some geometric parameters are varied (degrees of freedom) and others are kept fixed (restrictions). After that, these plates with different geometries are numerically simulated and their mechanical behaviors (deflection and stress) are compared to each other through the Exhaustive Search Technique. Then, it is possible to define the stiffened plate that has the best mechanical behavior. For this, a reference plate without stiffeners was used. In this plate part of its volume of material was transformed into stiffeners by reducing the thickness of the same, thus maintaining the value of the length and the value of the width as constants. The objective here is to determine the geometric configurations that minimize the maximum deflection and the maximum von Mises stress of the stiffened plates. The obtained results showed that, by transforming part of the volume of the reference plate into stiffeners, structural stiffness gains can be achieved in the stiffened plates when compared with the values of deflection and stress reached by the reference plate.

🔖

Cite This Article

AMARAL, R. R., TROİNA, G. D. S., NOGUEIRA, C. M., CUNHA, M. L., ROCHA, L. A. O., SANTOS, E. D. D., ISOLDI, L. A. (2019). Computational modeling and constructal design method applied to the geometric evaluation of stiffened thin steel plates considering symmetry boundary condition. Research on Engineering Structures and Materials, Cilt: 5 - Sayı: 4, 393–402. https://ajindex.com/articles/302612

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (13)

  1. Bhaskar K, Varadan TK. Plates Theories and Applications. Ane Books Pvt. Ltd., New Delhi, India, 2013.
  2. Szilard R. Theories and applications of plate analysis: classical, numerical and engineering methods. Hoboken: New Jersey, USA, 2009
  3. Orozco JCG. Contribuição ao estudo de painéis reforçados: comparação entre o método da chapa ortotrópica e o método dos elementos finitos. Masters dissertation, Universidade de São Paulo, Brasil, 2009. (in Portuguese
  4. Silva, HBS. Análise numérica da influência da excentricidade na ligação placa-viga em pavimentos usuais de edifícios. Masters dissertation, Universidade Federal de São Carlos, Brasil, 2010. (in Portuguese
  5. Bhaskar K. Pydah A. An elasticity approach for simply-supported isotropic and orthotropic stiffened plates. International Journal of Mechanical Sciences, 2014; 89: 21- 30.
  6. Troina G. da S. Modelagem computacional e Método Design Construtal aplicados à otimização geométrica de placas finas de aço com enrijecedores submetidas a carregamento transversal uniforme. Masters dissertation, Universidade Federal do Rio Grande, Brasil, 2017. (In Portuguese
  7. ANSYS, Inc. ANSYS® Academic Research Mechanical, Release 18.2, Help System, Element Reference
  8. Rocha LAO, Lorente S, Bejan A. Constructal Law and the Unifying Principle of Design. Springer. Science+Business Media, New York, NY, USA, 2013.
  9. Stolarski T, Nakasone Y, Yoshimoto S. Engineering Analysis with ANSYS Software (2nd ed.). The Boulevard, Langford Lane, Kidlington, Oxford OX5 1GB, United Kingdom, 2018
  10. Zienkiewicz OC, Taylor RL. The Finite Element Method – Volume 1: The basis. Butterworth-Heinemann, Oxford, 2000
  11. Rao SS. The Finite Element Method in Engineering. Elsevier Inc., Burlington, 2011.
  12. Bejan A. Shape and Structure, from engineering to nature. Cambridge University Press, Cambridge, 2000
  13. Khoury R, Harder DW. Numerical Methods and Modelling for Engineering. Springer International Publishing, 2016. https://doi.org/10.1007/978-3-319-21176-3