Journals / Challenge Journal of Structural Mechanics / 2020 / Cilt: 6 - Sayı: 4

Numerical investigation of sloshing with baffles having different elasticities

Pages
176–182
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)

Results show that tip displacement of baffle has linear relation withits elasticity for higher rigidities.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Liquid tanks are indispensable members of civil engineering structures like liquidpetroleum gas storage tanks and aerospace structures.
📊
Key Findings & Data:Fluids can act unpredictablyunder earthquake excitation or dynamic loads.
💡
Conclusion & Impact:Results show that tip displacement of baffle has linear relation withits elasticity for higher rigidities.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Özet

Liquid tanks are indispensable members of civil engineering structures like liquidpetroleum gas storage tanks and aerospace structures. Fluids can act unpredictablyunder earthquake excitation or dynamic loads. Loads applied to tank changes duringmotion and there can be deformations at the tank or even at the structure where thetank is placed. This is called sloshing and many researchers study the behavior of it.In this research, behavior of baffles having different elastic modulus is investigatedby a fluid-structure interaction (FSI) method. The numerical method is a fully coupled FSI method proposed by the authors, recently. The method, which is verified bymany problems, uses smoothed particle hydrodynamics (SPH) for fluid domain, finiteelement method (FEM) for structural domain and contact mechanics for coupling ofthese two domains. In analysis, a tank and a baffle having constant initial geometryare excited by harmonic motions. Elasticity of baffle is changed to investigate the effect on sloshing. Results show that tip displacement of baffle has linear relation withits elasticity for higher rigidities. In contrast, tip displacement of baffle has constanttip displacement for lower rigidities.

🔖

Cite This Article

DEMİR, A., DİNÇER, A. E. (2020). Numerical investigation of sloshing with baffles having different elasticities. Challenge Journal of Structural Mechanics, Cilt: 6 - Sayı: 4, 176–182. https://ajindex.com/articles/351786

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (9)

  1. Akyildiz H (2012). A numerical study of the effects of the vertical baffle on liquid sloshing in two-dimensional rectangular tank. Journal of Sound and Vibration, 331(1), 41–52.
  2. Anderson JD (1995). Computational Fluid Dynamics: The Basics with Applications. New York: McGraw-Hill. Bathe KJ, Chaudhary A (1985). A solution method for planar and axisymmetric contact problems. International Journal for Numerical Methods in Engineering, 21(1), 65–88. Bermúdez A, Rodríguez R, Santamarina D (2003). Finite element computation of sloshing modes in containers with elastic baffle plates. International Journal for Numerical Methods in Engineering, 56(3), 447–467.
  3. Biswal KC, Bhattacharyya SK, Sinha PK (2006). Non-linear sloshing in partially liquid filled containers with baffles. International Journal for Numerical Methods in Engineering, 68(3), 317–337.
  4. Cao XY, Ming FR, Zhang AM (2014). Sloshing in a rectangular tank based on SPH simulation. Applied Ocean Research, 47, 241–254.
  5. Chen Z, Zong Z, Li HT, Li J (2013). An investigation into the pressure on solid walls in 2D sloshing using SPH method. Ocean Engineering, 59, 129–141.
  6. Demir A, Dinçer AE (2017). MPS ve FEM Tabanlı akışkan-yapı etkileşimi modelinin Çoruh Nehri üzerindeki ardıl baraj-yıkılma problemine uygulanması. Doğal Afetler ve Çevre Dergisi, 1–6. (in Turkish) Demir A, Dinçer AE, Bozkus Z, Tijsseling AS (2019). Numerical and experimental investigation of damping in a dam-break problem with fluid-structure interaction. Journal of Zhejiang University: Science A, 20(4), 258–271.
  7. Dinçer AE (2019). Investigation of the sloshing behavior due to seismic excitations considering two-way coupling of the fluid and the structure. Water, 11(12), 2664. Dinçer AE, Demir A, Yavuz C (2017). A Preliminary study for fluid structure interaction model by smoothed particle hydrodynamics and contact mechanics. 37th IAHR World Congress. Dinçer AE, Demir A, Bozkus Z, Tijsseling AS (2019). Fully coupled smoothed particle hydrodynamics-finite element method approach for fluid-structure interaction problems with large deflections. Journal of Fluids Engineering, Transactions of the ASME, 141(8), 1–13.
  8. Gavrilyuk I, Lukovsky I, Trotsenko Y, Timokha A (2006). Sloshing in a vertical circular cylindrical tank with an annular baffle. Part 1. Linear fundamental solutions. Journal of Engineering Mathematics, 54(1), 71–88.
  9. Gedikli A, Ergüven ME (2003). Evaluation of sloshing problem by variational boundary element method. Engineering Analysis with