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Abstrakty
Masonry arches and vaults often need repair and/or strengthening because of damage which can occur due to such factors as material degradation, forced displacements of supports or increase of service loads, which can finally cause their failure. A possible solution for preventing failure or to reinforce already cracked arches or vaults can be properly applied FRP composites – strips or sheets. The basis of analytical and numerical models of FRP and masonry, as well as some results of selected 3D numerical calculations of masonry cross vaults strengthened with FRP strips are presented in the paper.
Czasopismo
Rocznik
Tom
Strony
751--766
Opis fizyczny
Bibliogr. 42 poz., rys., wykr.
Twórcy
autor
- Wrocław University of Technology, Faculty of Civil Engineering, Building Engineering Institute, Grunwaldzki Square 11, 50-377 Wrocław, Poland
autor
- Wrocław University of Technology, Faculty of Civil Engineering, Building Engineering Institute, Grunwaldzki Square 11, 50-377 Wrocław, Poland
autor
- Wrocław University of Technology, Faculty of Civil Engineering, Building Engineering Institute, Grunwaldzki Square 11, 50-377 Wrocław, Poland
Bibliografia
- [1] G. Croci, A. Viskovic, The use of aramid fibres in the restoration of the Basilica of St. Francis of Assisi, in: Proc. International Conference Structural Studies, Repairs and Maintenance of Historical Buildings STREMAH 99, Dresden, Germany, 1999.
- [2] A. Avorio, M.V. Cecchetti, Application of FRP for masonry arches and vaults: the case of the Church of St. Philip Blacks in Spoleto, in: Proc. 1st National Conference: Mechanics of Masonry Structures Strengthened with FRP Materials, Venice, 2000 (in Italian).
- [3] M. Como, U. Ianniruberto, M. Imbimbo, The capacity of masonry arches strengthened with FRP sheets, in: First National Conference: 1st National Conference: Mechanics of Masonry Structures Strengthened with FRP Materials, Venice, 2000 (in Italian).
- [4] R.S. Olivito, P. Stumpo, Numerical and experimental analysis of vaulted masonry structures subjected to moving loads, in: Proc. XXXI AIAS National Conference, Parma, 2002.
- [5] J.F. Chen, Load-bearing capacity of masonry arch bridges strengthened with fibre reinforced polymer composites, Advances in Structural Engineering 5 (8) (2002) 37–44.
- [6] P. Foraboschi, Strengthening of masonry arches with fiber-reinforced polymer strips, Journal of Composites for Constructions 8 (3) (2004) 191–201.
- [7] S. Briccoli Bati, L. Rovero, Consolidation of masonry arches through sheets of long carbon fibers composites, in: Proc. 1st National Conference: Mechanics of Masonry Structures Strengthened with FRP Materials, Venice, 2000 (in Italian).
- [8] M.A. Aiello, N. Galati, A. La Tegola, Collapse load of masonry arches strengthened with FRP sheets, in: Proc. 1st National Conference: Mechanics of Masonry Structures Strengthened with FRP Materials, Venice, 2000 (in Italian).
- [9] R. Luciano, S. Marfia, E. Sacco, Reinforcement of masonry arches by FRP materials, in: Proc. ICCI'02 International Conference on FRP Composites in Infrastructures, San Francisco, USA, 2002.
- [10] U. Ianniruberto, Z. Rinaldi, Ultimate behavior of masonry arches reinforced with FRP at the intrados: comparison between analytical and numerical models, in: Proc. International Seminar on Structural Analysis of Historical Constructions – Possibilities of Numerical and Experimental Techniques, Padova, 2004.
- [11] M.A. Aiello, M. Pecce, Experimental bond behavior between FRP sheets and concrete, in: Proc. International Conference Structural Faults and Repair, London, 2001.
- [12] M.A. Aiello, S.M. Sciolti, Bond analysis of masonry structures strengthened with CFRP sheets, Construction and Building Materials 10 (1–2) (2006) 90–100.
- [13] F. Ceroni, M. Pecce, G. Manfredi, A. Marcari, Experimental bond behavior in masonry elements externally reinforced with FRP laminates, in: Proc. International Conference Composites in Constructions CCC 2003, Cosenza, Italy, 2003.
- [14] P. Foster, J. Gergely, D. Young, M. McGinley, Strengthening masonry buildings with FRP composites, in: Proc. International Conference Structural Faults and Repair, 2006.
- [15] H.R. Hamilton, C.W. Dolan, Flexural capacity of glass FRP strengthened concrete masonry walls, Journal of Composites for Construction 3 (5) (2001) 170–178.
- [16] M.R. Valluzzi, Strengthening of masonry structures with fibre reinforced plastics: from modern conception to historical building preservation, in: Proc. 6th International Conference on Structural Analysis of Historical Constructions, Bath, UK, 2008.
- [17] P. Foraboschi, Strengthening of masonry arches with fiber-reinforced polymer strips, Journal of Composites for Construction 3 (8) (2004) 191–202.
- [18] A. Nanni, G. Tumialan, Fiber-reinforced composites for the strengthening of masonry structures, Structural Engineering International 4 (13) (2003) 271–278.
- [19] N. Taranu, G. Oprisan, M. Budescu, G. Taranu, L. Bejan, Improving structural response of masonry vaults strengthenedwith polymeric textile composite strip, Latest Trends on Engineering Mechanics, Structures, Engineering Geology (2008) 186–191.
- [20] M.R. Valluzzi, M. Valdemarca, C. Modena, Behaviour of brick masonry vaults strengthened by FRP laminates, Journal of Composites for Construction 5 (3) (2001) 165–169.
- [21] Ł. Hojdys, Z. Jankowski, Strengthening of brick masonry vaults with fiber glass meshes, Technical Transactions Civil Engineering, Cracow University of Technology Editorial House 19 (2011) 71–91.
- [22] Ł. Bednarz, J. Jasieńko, A. Górski, E. Rusiński, Simulations and analyses of arched brick structures, Automation in Construction 20 (7) (2011) 741–754.
- [23] J. Jasieńko, Ł. Bednarz, Strengthening of historic masonry vaults, in: Proc. 8th International Masonry Conference, Dresden, Germany, 2010.
- [24] P. Roca, F. López-Almansa, J. Miquel, A. Hanganu, Limit analysis of reinforced masonry vaults, Engineering Structures 29 (3) (2007) 431–439.
- [25] D.M. Jerome, C.A. Ross, Simulation of the dynamic response of concrete beams externally reinforced with carbon-fiber reinforced plastic, Computers and Structures 64 (5/6) (1997) 1129–1153.
- [26] E. Grande, M. Imbimbo, E. Sacco, Finite element analysis of masonry panels strengthened with FRPs, Composites: Part B 45 (1) (2013) 1039–1296.
- [27] A. Zucchini, P.B. Lourenço, A micro-mechanical model for the homogenisation of masonry, International Journal of Solids and Structures 39 (2002) 3233–3255.
- [28] A. Zucchini, P.B. Lourenço, A micro-mechanical model for the homogenisation of masonry: application to shear walls, International Journal of Solids and Structures 46 (3–4) (2009) 871–886.
- [29] P.B. Lourenço, J.G. Rots, J. Blaauwendraad, Two approaches for the analysis of masonry structures: micro and macro- modeling, Heron 40 (4) (1995) 313–340.
- [30] P.B. Lourenço, G. Milani, A. Tralli, A. Zucchini, Analysis of masonry structures: review of and recent trends of homogenisation techniques, Canadian Journal of Civil Engineering 34 (2007) 1443–1457.
- [31] J. Lopez, S. Oller, E. Onate, J. Lubliner, A homogeneous constitutive model for masonry, International Journal of Numerical Methods in Engineering 46 (10) (1999) 1651–1671.
- [32] J. Sieczkowski, J. Szołomicki, Determination of resistances of complex masonry constructions. Scientific Papers Kielce University of Technology, Civil Engineering 39 (2001) 373–380 (in Polish).
- [33] P. Roca, M. Cervera, G. Gariup, L. Pela', Structural analysis of masonry historical constructions. Classical and advanced approaches, Archives of Computational Methods in Engineering 17 (3) (2010) 299–325.
- [34] P. Roca, Contribution of numerical modeling to the study of historical structures, Conservation News 26 (2009) 207–217.
- [35] J. Szołomicki, P. Berkowski, J. Barański, Computer modeling of strengthening of brick masonry cross vaults with FRP Composites, in: Proc. 6th European Congress on Computational Methods in Applied Sciences and Engineering, Vienna, Austria, 2012.
- [36] J. Szołomicki, P. Berkowski, Computer implementation for analysis of complex masonry shell structures, in: Proc. 2nd International Conference on Advances in Computer Science and Engineering CSE 2013, Los Angeles, USA, 2013, http://dx. doi.org/10.2991/cse.2013.8.
- [37] S.S. Ali, A.W. Page, Finite element model for masonry subjected to concentrated loads, Journal of Structural Engineering (ASCE) 114 (8) (1988) 1761–1784.
- [38] E. Milani, G. Milani, A. Tralli, Limit analysis of masonry vaults by means of curved shell finite elements and homogenization, International Journal of Solids and Structures 45 (20) (2008) 5258–5288.
- [39] Lusas Version 14.7. Element Reference Manual, Lusas, UK, 2011.
- [40] Lusas Version 14.7. Theory Manual, Vol. 1, Lusas, UK, 2011.
- [41] CNR DT, 200/2004, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures – Materials: RC and PC Structures, Masonry Structures, National Research Council, Italy, 2004.
- [42] D.V. Oliveira, I. Basilio, P.B. Lourenço, Experimental behavior of FRP strengthened masonry arches, Journal of Composites for Construction 14 (3) (2010) 312–322.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5ec370ca-bf4c-4b21-b8b2-bf244cc836a9