English
Język Polski
Badania laboratoryjne szkła laminowanego mocowanego punktowo o zwiększonej nośności poawaryjnej
DOI:
https://doi.org/10.24425/ace.2025.155110Abstrakt
Praca podsumowuje główne rezultaty projektu badawczego “Innowacyjne rozwiązania dla szkła laminowanego mocowanego punktowo o zwiększonej nośności pokrytycznej”, finansowanego przez Narodowe Centrum Badań i Rozwoju (NCBR), w ramach Programu LIDER XI. Artykuł przedstawia wyniki badań niszczących laminowanych tafli w trzech układach obciążeń: w płaszczyżnie tafli, prostopadle do jej płaszczyzny oraz obciążenie kombinowane. Ważnym elementem pracy są również badania elementów wskali rzeczywistej.Wyniki badań mogą mieć wprost zastosowaniewanalizie bezpieczeństwa konstrukcji wykonanych ze szkła, a zatem są istotne w aspekcie zapobiegania awariom.Bibliografia
[1] M. Patterson, Structural glass facades and enclosures. New York: Wiley, 2011.
[2] X. Centelles, J.R. Castro, and L.F. Cabeza, “Experimental results of mechanical, adhesive, and laminated connections for laminated glass elements – a review”, Engineering Structures, vol. 180, pp. 192-204, 2019, doi: 10.1016/j.engstruct.2018.11.029.
[3] A. Malewski, M. Kozłowski, W. Sumelka, and M. Połedniok, “Large scale architectural glass slumping process-challenges and limitations”, Archives of Civil Engineering, vol. 66, no. 4, pp. 485-505, 2020, doi: 10.24425/ace.2020.135233.
[4] M. Martín, X. Centelles, A. Solé, et al., “Polymeric interlayer materials for laminated glass: A review”, Construction and Building Materials, vol. 230, art. no. 116897, 2020, doi: 10.1016/j.conbuildmat.2019.116897.
[5] A. Vedrtnam and S.J. Pawar, “Laminated Plate Theories and fracture of laminated glass plate – a review”, Engineering Fracture Mechanics, vol. 186, pp. 316-330, 2017, doi: 10.1016/j.engfracmech.2017.10.020.
[6] L. Grębowski and A.Wróbel, “Architectural and Urban Planning Solutions for the protection of heritage buildings in the context of terrorist attacks: Following the example of Passive Protection Systems”, Buildings, vol. 12, no. 7, 2022, doi: 10.3390/buildings12070988.
[7] R. Royer-Carfagni and M. Silvestri, “Fail-safe point fixing of structural glass. new advances”, Engineering Structures, vol. 31, no. 8, 2009, doi: 10.1016/j.engstruct.2009.02.050.
[8] I. Stelzer and M. Singh Rooprai, “Post Breakage Strength Testing for Overhead Laminated Glass”, presented at Challenging Glass 5 – Conference on Architectural and Structural Applications of Glass, 16-17 June 2016, Ghent University, Belgium, 2016, doi: 10.7480/cgc.5.2265.
[9] V. Quaglini, S. Cattaneo, and L. Biolzi, “Numerical assessment of laminated cantilevered glass plates with point fixing”, Glass Structures & Engineering, vol. 5, pp. 187-204, 2020, doi: 10.1007/s40940-020-00119-5.
[10] C. Zhao, J. Yang, X. Wang, and I. Azim, “Experimental investigation into the post-breakage performance of pre-cracked laminated glass plates”, Construction and Building Materials, vol. 224, pp. 996-1006, 2019, doi: 10.1016/j.conbuildmat.2019.07.286.
[11] L. Biolzi, S.S. Cattaneo, and M. Simoncelli, “Post-failure behavior of 2-ply laminated glass plates with different interlayers”, Engineering Fracture Mechanics, vol. 268, art. no. 108496, 2022, doi: 10.1016/j.engfracmech.2022.108496.
[12] F. Bos, C. Louter, and F. Veer, “Structural Glass Beams with Embedded Glass Fibre Reinforcement”, presented at Challenging Glass 2 – Conference on Architectural and Structural Applications of Glass, 20-21 May 2010, Delft University of Technology, Netherlands, 2010.
[13] C. Bedon and C. Louter, “Structural glass beams with embedded GFRP, CFRP or steel reinforcement rods: Comparative experimental, analytical and numerical investigations”, Journal of Building Engineering, vol. 22, pp. 227-241, 2019, doi: 10.1016/j.jobe.2018.12.008.
[14] M. Achintha and T. Zirbo, “Developments in GFRP Reinforced Bolted Joints in Glass”, presented at Challenging Glass 6 – Conference on Architectural and Structural Applications of Glass, 17-18 May 2018, Delft University of Technology, Netherlands, 2018.
[15] M. Achintha and T. Zirbo, “GFRP reinforced high performance glass-bolted joints: Concept and experimental characterization”, Construction and Building Materials, vol. 274, art. no. 122058, 2021, doi: 10.1016/j.conbuildmat.2020.122058.
[16] M. Achintha and B. Balan, “Mechanical prestressing of annealed glass beams using pretensioned GFRP: Characterisation and potentiality”, Structures, vol. 20, pp. 11-19, 2019, doi: 10.1016/j.istruc.2019.02.017.
[17] M. Kozłowski, D. Wasik, and K. Zemła, “Monotonic and Creep Studies on the Pull-through Resistance of Laminated Glass with Locally Embedded Steel Mesh”, Materials, vol. 15, no. 20, 2022, doi: 10.3390/ma15207083.
[18] M. Kozłowski, D. Wasik, and K. Zemła, “Increased post-breakage strength of point-fixed laminated glass with locally embedded woven steel mesh”, presented at 4th International Conference on Materials Design and Applications, 7-8 July 2022, University of Porto, Portugal, 2022.
[19] M. Kozłowski and D. Wasik, “Post-failure load-bearing capacity of point-fixed laminated glass with locally embedded steel mesh”, presented at 31st International Conference on Structural Failures, 20-24 May 2024, Międzyzdroje, Poland, 2024.
Pobrania
Opublikowane
Jak cytować
Numer
Dział
