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Relationship of the interaction load capacity of anchors on their number and anchoring system

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: The article presents the possibilities of using anchoring systems in the walls of three-layer large slab panel buildings. The use of diagonal anchors allows to increase the effective anchorage depth, which significantly increases the durability of the façade textured layer. Design/methodology/approach: Pilot tests have confirmed the necessity to use an anchor system in various configurations. Findings: The documents used included the conclusions of the pilot tests on the real object and the main experimental tests carried out on concrete samples. Research limitations/implications: The design of new anchorage systems and the proposed theoretical models for estimating their theoretical load capacity are based on the Guidelines contained in the European Technical Approvals. Practical implications: Single bonded anchorages used in engineering practice require evaluation in order to increase the durability of larger areas of the façade textured layer. Originality/value: The possibility of differentiating system anchors makes it possible to use them in very thin structural layers (diagonal anchors).
Rocznik
Strony
55--62
Opis fizyczny
Bibliogr. 17 poz.
Twórcy
autor
  • Scientific Institute of Engineering of The Safety of Anthropogenic Objects, ul. Obozowa 82A/19, 01-434 Warszawa, Poland
  • Higher School of Agribusiness, ul. Studencka 19, 18-400 Łomża, Poland
Bibliografia
  • [1] R. Eligehausen, R.A. Cook, J. Appl, Behaviour and design of adhesive bonded anchors, ACI Structural Journal 103/6 (2006) 822-831.
  • [2] R. Ballarini, S.P. Shah, L.M. Keer, Failure characteristics of short anchor bolts embedded in a brittle material, Proceedings of the Royal Society London A 404 (1986) 35-54. DOI: https://doi.org/10.1098/rspa.1986.0017
  • [3] M. Słowik, E. Błazik-Borowa, The influence of the choice of reinforcement's bars on stress distribution in concrete element, Maintenance and Reliability 5/2001 (2001) 43-46 (in Polish).
  • [4] V. Červenka, R. Pukl, R. Eligehausen, Fracture analysis of concrete plane-stress pull-out tests, in: J.G.M. van Mier, J.G. Rots, A. Bakker (eds.), Fracture processes in concrete, rock and ceramics. 2: Macroscopic modelling and structural engineering, Spon, London, 1991, 899- 908. DOI: http://dx.doi.org/10.18419/opus-7893
  • [5] R. Eligehausen, J. Appl, Behavior and design of fastenings with bonded anchors: numerical analysis and experimental verification, Proceedings of the 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures “FraMCoS-6”, Catania, Italy, 2007.
  • [6] A. Baryłka, Effort of the protective structure of the shelter under the influence of an external fire, Archives of Mechanical Engineering 68/2 (2021) 183-193. DOI: https://doi.org/10.24425/ame.2021.137047
  • [7] A. Baryłka, J. Obolewicz, Technical diagnosis as an important engineering tool of electrical power facilities, The Energy Market Journal 6(151) (2020) 65-70.
  • [8] R. Chmielewski, A. Baryłka, J. Obolewicz, Analysis of design solutions for strengthening the load-bearing structure of a building for further safe use, Journal of Achievements in Materials and Manufacturing Engineering 104/1 (2021) 5-10. DOI: https://doi.org/10.5604/01.3001.0014.8481
  • [9] A. Baryłka., D. Tomaszewicz, Influence of measuring deviations of the components of layered walls on their durability, Safety Engineering of Anthropogenic Objects 3 (2020) 155-162. DOI: https://doi.org/10.37105/iboa.75
  • [10] D. Tomaszewicz, Impact of fixed and variable load during the elevation layer of textured in OWT-67/N system, Materiały Budowlane 1/2015 (2015) 48-50 (in Polish). DOI: http://dx.doi.org/10.15199/33.2015.01.14
  • [11] M. Owczarek, A. Baryłka, Estimation of thermal diffusivity of building elements based on temperature measurement for periodically changing boundary condi-tions, The Energy Market Journal 5(144) (2019) 55-59.
  • [12] R. Chmielewski, A. Baryłka, J. Obolewicz, The impact of design and executive errors affecting the damage to the floor of the concert hall, Journal of Achievements in Materials and Manufacturing Engineering 104/2 (2021) 49-56. DOI: https://doi.org/10.5604/01.3001.0014.8488
  • [13] P. Bieranowski, A. Baryłka, Non-dimensional method of capacity limit states for the assessment of the safety level in the structures of large panel buildings, Safety Engineering of Anthropogenic Objects 1 (2021) 42-47. DOI: https://doi.org/10.37105/iboa.104
  • [14] J.K. Szlendak, A. Jablonska-Krysiewicz, D. Tomaszewicz, Assessment of the load capacity of the anchorage system connecting the textured layer with the structural wall of large slab buildings in the lights of experimental research and FEM analysis, MATEC Web of Conferences 174 (2018) 03016. DOI: https://doi.org/10.1051/matecconf/201817403016
  • [15] ETAG 001, Guideline For European Technical Approval of Metal anchors for use in concrete. Part one: Anchors in general, EOTA, Brussels, 2013.
  • [16] J.K. Szlendak, A. Jablonska-Krysiewicz, D. Tomaszewicz, Analytical modelling of a three layer wall system of strengthening for large-panel slab buildings by means of bonded anchors, MATEC Web of Conferences 174 (2018) 04012. DOI: https://doi.org/10.1051/matecconf/201817404012
  • [17] J.K. Szlendak, A. Jabłońska-Krysiewicz, D. Tomaszewicz, Comparative analysis of oblique bonded anchors with point anchors fixed in the concrete structural layer of buildings of a large slab, IOP Conference Series: Materials Science and Engineering 471/5 (2019) 052067. DOI: https://doi.org/10.1088/1757- 899X/471/5/052067
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e7837d6c-ea69-4def-bc89-75d04495d907
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