• English
    • Ελληνικά
    • Deutsch
    • français
    • italiano
    • español
  • français 
    • English
    • Ελληνικά
    • Deutsch
    • français
    • italiano
    • español
  • Ouvrir une session
Voir le document 
  •   Accueil de DSpace
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
  • Voir le document
  •   Accueil de DSpace
  • Επιστημονικές Δημοσιεύσεις Μελών ΠΘ (ΕΔΠΘ)
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ.
  • Voir le document
JavaScript is disabled for your browser. Some features of this site may not work without it.
Tout DSpace
  • Communautés & Collections
  • Par date de publication
  • Auteurs
  • Titres
  • Sujets

Response of half-full horizontal cylinders under transverse excitation

Thumbnail
Auteur
Papaspyrou, S.; Karamanos, S. A.; Valougeorgis, D.
Date
2004
DOI
10.1016/j.jfluidstructs.2004.04.014
Sujet
sloshing
pressure vessel
fluid-structure interaction
seismic
response
semi-analytical solution
LIQUID STORAGE TANKS
SLOSHING FREQUENCIES
Engineering, Mechanical
Mechanics
Afficher la notice complète
Résumé
The present work investigates the response of half full horizontal cylindrical vessels under external excitation in the transverse direction. A two dimensional mathematical model is developed to describe sloshing effects in rigid vessels. The velocity potential is expressed in a series form, where each term is the product of a time function and the associated spatial function. In this geometrical configuration the spatial functions are not orthogonal and the problem is not separable. Application of the boundary conditions results in a system of ordinary linear differential equations, which are solved numerically. Sloshing frequencies of half-full horizontal cylinders are computed, and hydrodynamic forces are calculated. Under harmonic excitation, the formulation results in a system of linear equations, allowing for a semianalytical solution. A simplified version of the mathematical model is also developed, which considers the first two terms of the series and results in an elegant solution. Furthermore, assuming a beam-type deformation of the container, the simplified formulation can be extended to approximate the coupled response of the container-liquid system. Using this formulation, the response of a typical pressure vessel under ground-motion excitation is calculated and the effects of wall deformation are demonstrated. (C) 2004 Elsevier Ltd. All rights reserved.
URI
http://hdl.handle.net/11615/31902
Collections
  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ. [19743]
htmlmap 

 

Parcourir

Tout DSpaceCommunautés & CollectionsPar date de publicationAuteursTitresSujetsCette collectionPar date de publicationAuteursTitresSujets

Mon compte

Ouvrir une sessionS'inscrire
Help Contact
DepositionAboutHelpContactez-nous
Choose LanguageTout DSpace
EnglishΕλληνικά
htmlmap