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Tytuł artykułu

Numerical arch and vault analysis

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
PL
Analiza numeryczna łuków i sklepień
Języki publikacji
EN
Abstrakty
EN
The present contribution discusses various approaches towards the numerical analysis of arches, particularly finite element methods based on a continuum mechanics approach vs. rigid-body approaches. We employ beam elements and a simple model for the interaction between axial compression and bending. The model is based on the assumption that cracks follow the radial joints, and on a simplified concept of incorporating finite compressive strength. We establish a transition.
PL
Artykuł omawia różne podejścia do analizy numerycznej łuków, a zwłaszcza metod elementów skończonych w oparciu o podejście mechaniki ośrodków ciągłych vs. podejście sztywno-ustrojowych.
Rocznik
Tom
Strony
7--17
Opis fizyczny
Bibliogr. 31 poz., il.
Twórcy
autor
  • Institut BAU-1 (Mathematik & Bauinformatik), Universität der Bundes-wehr München, D-85577 Neubiberg, Germany
Bibliografia
  • [1] Castigliano A.P. (1879) Théorie de l’équilibre des systems élastiques. Turin: Negro, and Paris: Baudry.
  • [2] Wu L., Hughes T. (2010) Castigliano based analysis of single span masonry arch bridges using a spreadsheet. In: Proc. 6th Int. Conf. Arch Bridges Arch ‘10, Fouzhou, 506-513.
  • [3] Sinopoli A., Foce F. (2001) Theoretical research on masonry and masonry arches in Italy. In: Arch ‘01 – Third international arch bridges conference. Paris, 323-342.
  • [4] Lucchesi M., Padovani C., Pasquinelli G., Zani N. (1997) On the collapse of masonry arches. In: Meccanica, 32, 327-346.
  • [5] Loo Y.-C., Yang Y. (1991) Cracking and failure analysis of masonry arch bridges. In: ASCE Journal of Structural Engineering, 117, 1641-1659.
  • [6] Barthel R. (1991) Tragverhalten gemauerter Kreuzgewölbe. Ph.D. thesis Univ. Karlsruhe (TH)
  • [7] Trautz M. (1998) Zur Entwicklung von Form und Struktur historischer Gewölbe aus der Sicht der Statik. Ph.D. thesis Univ. Stuttgart.
  • [8] Krausz K. (2002) Tragverhalten gemauerter Tonnengewölbe mit Stichkappen. Ph.D. thesis Univ. Stuttgart.
  • [9] Lourenço P. (1996) Computational strategies for masonry structures. Ph.D. thesis TU Delft.
  • [10] Jagfeld M. (2000) Tragverhalten und statische Berechnung gemauerter Gewölbe bei großen Aufl agerverschiebungen – Untersuchungen mit der Finite-Elemente-Methode. Ph.D. thesis TU München.
  • [11] Schlegel R. (2004) Numerische Berechnung von Mauerwerkstrukturen in homogenen und diskreten Modellierungsstrategien. Ph.D. thesis Univ. Weimar.
  • [12] Lourenço P. (2001) Analysis of historical constructions: From thrust-lines to advanced simulations. In: Historical Constructions, 91-116.
  • [13] Betti M., Drosopoulos G.A., Stavroulakis G.E. (2007) On the collapse analysis of single span masonry/stone arch bridges with fill interaction. In: Proc. 5th Int. Conf. Arch Bridges Arch ‘07, Funchal, 617-624.
  • [14] Crisfield M.A. (1985) Finite element and mechanism methods for the analysis of masonry and brickwork arches. Transport and Road Research Laboratory, Research Report 19. Crowthorne: Highways and Structures Department.
  • [15] Aita D., Barsotti R., Bennati S. (2011) Equilibrium of pointed, circular and elliptical arches bearing vertical walls. In: ASCE Journal of Structural Engineering (preview document published 18. 10. 2011).
  • [16] Molins C., Roca P. (1998) Capacity of masonry arches and spatial frames. In: ASCE Journal of Structural Engineering, 124, 653-663.
  • [17] Heyman J. (1966) The stone skeleton. In: International Journal of Solids and Structures, 2, 249-279.
  • [18] Taylor N., Mallinder P. (1993) The brittle hinge in masonry arch mechanisms. In: The Structural Engineer, 71, 359-366.
  • [19] Brencich A., Morbiducci R. (2007) Masonry arches: historical rules and modern mechanics. In: International Journal of Architectural Heritage, 1, 165-189.
  • [20] Smith F.W., Harvey W.J., Vardy, A.E. (1990) Three-hinge analysis of masonry arches. In: The Structural Engineer, 68, 203-213.
  • [21] Ochsendorf J.A. (2006) The masonry arch on spreading supports. In: The Structural Engineer, 29-35.
  • [22] Livesley R.K.(1978) Limit analysis of structures formed from rigid blocks. In: International Journal for Numerical Methods in Engineering, 12, 1853-1871 Gilbert 2007.
  • [23] Gilbert M., Melbourne C. (1994) Rigid-block analysis of masonry structures. In: The Structural Engineer, 72, 356-361.
  • [24] Bićanić N., Stirling C., Pearce C.J. (2003) Discontinuous modelling of masonry bridges. In: Computational Mechanics, 31, 60-68.
  • [25] Gilbert M. (2007) Limit analysis applied to masonry arch bridges: state-of-the-art and recent developments. In: Proc. 5th International Conference on Arch Bridges Arch ‘07, Funchal, 13–28.
  • [26] Lemos J. (2007) Discrete element modeling of masonry structures. In: International Journal of Architectural Heritage, 1, 190-213.
  • [27] Casapulla C., D’Ayala D. (2001) Lower bound approach to the limit analysis of 3D vaulted block masonry structures. In: Computer methods in Structural Masonry. Swansea: Computer and Geotechnics Ltd.
  • [28] D’Ayala D., Casapulla C. (2001) Limit state analysis of hemispherical domes with finite friction. In: Historical Constructions, Possibilities of Numerical and Experimental Techniques.
  • [29] D’Ayala D. Tomasoni E. (2011) Three-dimensional analysis of masonry vaults using limit state analysis with fnite friction. In: International Journal of Architectural Heritage, 5, 140-171.
  • [30] Brencich A., De Francesco U. (2004) Assessment of multispan masonry arch bridges I: Simplified approach. In: ASCE Journal of Bridge Engineering, 582–590.
  • [31] Szabó B., Babuska I. (1991) Finite Element Analysis. New York: Wiley.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a1eb3350-f261-4220-96b0-c4200c505a79
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