Unconventional cases of the stone vaults

Автор: Skripchenko Ilya, Bespalov Vladimir, Lukichev Sergey, Zimin Sergej

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 2 (53), 2017 года.

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The evaluation of the technical condition of vaulted structures is the principal issue in the survey of historical buildings. It is also important to understand how any thrust system works, and what functions it performs. However, apart from visual inspection it is necessary to make apertures in vaulted ceilings and determine the methods of support. It is also very important to determine the strength characteristics of masonry. Unconventional cases should always be taken into account during the inspection of masonry vaulted structures. It needs to carefully conduct their inspection with the mandatory breaking opening and strength analysis based on numerical simulation before starting of all the reconstruction, restoration and repair. The use of modern program complexes in the simulation, such as Ansys, Abaqus, allows improving the quality of performed work

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Construction, vaulted structures, masonry, historical buildings, simulation, thrust line

Короткий адрес: https://sciup.org/14322375

IDR: 14322375   |   DOI: 10.18720/CUBS.53.7

Список литературы Unconventional cases of the stone vaults

  • Zucchini A., Lourenco P.B. A coupled homogenisation-damage model for masonry cracking. Computers and Structures. 2004. No. 82. Pp. 917-929.
  • Zhang Y., Macorini L., Izzuddin B.A. Mesoscale partitioned analysis of brick-masonry arches. Engineering Structures. 2016. Vol. 124. Pp. 142-166.
  • Clementi F., Gazzani V., Poiani M., Lenci S. Assessment of seismic behaviour of heritage masonry buildings using numerical modelling. Journal of Building Engineering. 2016. Vol. 8. Pp. 29-47.
  • Zimin S.S., Bespalov V.V., Kazimirova A.S. The computational model stone arch. Proceeding of the DonNACEA. 2015. No. 3(113). Pp. 33-37. (rus)
  • Drougkas A., Roca P., Molins C. Analytical micro-modeling of masonry periodic unit cells -Elastic properties. International Journal of Solids and Structures. 2015. Vol. 69-70, Pp. 169-188.
  • Ramaglia G., Lignola G.P., Prota A. Collapse analysis of slender masonry barrel vaults. Engineering Structures. 2016. Vol. 117. Pp. 86-100.
  • Zimin S.S., Kokotkova O.D., Bespalov V.V. Vault structures of historical buildings. Construction of unique buildings and structures. 2015. No. 2(29). Pp. 57-72. (rus)
  • Derkach V.N., Orlovich R.B. Empiricheskiye kriterii prochnosti kamennoy kladki v usloviyakh slozhnogo napryazhennogo sostoyaniya . Stroitelstvo i rekonstruktsiya. 2010. No. 6(32). Pp. 8-12. (rus)
  • Derkach V.N., Orlovich R.B. Estimation of masonry mortars strength during stone buildings investigation. Magazine of Civil Engineering. 2011. No. 7. Pp. 3-10. (rus)
  • Ulybin A.V., Zubkov S.V. Control methods for strength of ceramic bricks in the inspection of buildings. Magazine of Civil Engineering. 2012. No. 3. Pp. 29-34. (rus)
  • Ulybin A.V., Zubkov S.V., Sudar O. U., Laptev E. A. Standard and alternative methods of determination of the strength of brick at inspection of buildings and structures. Construction of unique buildings and structures. 2014. No. 3(18). Pp. 9-24. (rus)
  • Zubkov S.V., Ulybin A.V., Fedotov S.D. Assesment of the mechanical properties of brick masonry by a flat-jack method. Magazine of Civil Engineering. 2015. No. 8. Pp. 20-29. (rus)
  • Betti M., Drosopoulos G.A., Stavroulakis G.E. Two non-linear finite element models developed for assessment of failure of masonry arches. Comptes Rendus Mecanique. 2008. No. 336. Pp. 42-53.
  • Riveiro B., Solla M., Arteaga I., Arias P., Morer P. A novel approach to evaluate masonry arch stability on the basis of limit analysis theory and non-destructive geometric characterization. Automation in Construction. 2013. No. 31. Pp. 140-148.
  • Block P., Lachauer L. Three-dimensional funicular analysis of masonry vaults. Mechanics Research Communications. 2014. No. 56. Pp. 53-60.
  • Harvey W. J. Application of the mechanism analysis to masonry arches. The Structural Engineer. 1988. No. 66(5). Pp. 77-84.
  • Milani G., Rossi M., Calderini C., Lagomarsino S. Tilting plane tests on a small-scale masonry cross vault: Experimental results and numerical simulations through a heterogeneous approach. Engineering Structures. No. 123. Pp. 300-312.
  • Milani G. Upper bound sequential linear programming mesh adaptation scheme for collapse analysis of masonry vaults. Advances in Engineering Software. No. 79. Pp. 91-110.
  • Huerta S. Mechanics of masonry vaults: The equilibrium approach. International Seminar on Structural Analysis of Historical Constructions. 2001. No. 3. Pp. 47-69.
  • Carini A., Genna F. Stability and strength of old masonry vaults under compressive longitudinal loads: Engineering analyses of a case study. Engineering Structures. 2012. No. 40. Pp. 218-229.
  • Bovo M., Mazzotti C., Savoia M. Structural behaviour of historical stone arches and vaults: Experimental tests and numerical analyses. Engineering Materials. 2014. No. 628. Pp. 43-48.
  • Sarhosis V., Oliveira D.V., Lemos J.V., Lourenco P.B. The effect of skew angle on the mechanical behaviour of masonry arches. Mechanics Research Communications. 2014. No. 61. Pp. 53-59.
  • López-Almansa F., Sarrablo V., Lourenço P.B., Barros J.A.O., Roca P., Porto F., Modena C. Reinforced brick masonry light vaults: Semi-prefabrication, construction, testing and numerical modeling. Construction and Building Materials. 2010. Vol. 24(10) Pp. 1799-1814.
  • Carini A., Genna F. Stability and strength of old masonry vaults under compressive longitudinal loads: Engineering analyses of a case study. Engineering Structures. 2012. Vol. 4. Pp. 218-229.
  • Bespalov V., Orlovich R., Zimin S. Stress-Strain State of Brick Masonry Vault with an Aperture. MATEC Web of Conferences. 2016. No. 53. 001009.
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