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Dane publikacji

Distribution of damages in unconventionally reinforced concrete slabs subjected to impact loads

Rozdział
Książka: ADVANCES IN MECHANICS   Strony: 129-132
2016 angielski
Liczba arkuszy: 0,52
Link do publicznie dostępnego pełnego tekstu
Cechy publikacji
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  • Rozdział w książce
  • Zrecenzowana naukowo
  • Konferencyjna
  • Indeksowana w Web of Science
Dyscypliny naukowe
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Budownictwo , Fizyka , Mechanika
Słowa kluczowe
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Dane konferencji
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  1. PCM-CMM-2015 Congress The 3rd Polish Congress of Mechanics (PCM) & 21st International Conference on Computer Methods in Mechanics (CMM)
  2. 2015-09-08 - 2015-09-11
  3. Gdańsk, Polska
Abstrakty ( angielski )
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The study concerns the numerical analysis performed in order to evaluate the final distribution of damages developed in circular plates made of fibre reinforced concrete with brick rubble aggregate subjected to impact loads. Adequate experimental tests have been carried out on entire set of slabs produced with various types and amount of fibres. The development of damages, its distribution and intensity was observed and docu-mented for each slab defining the mechanism of this phenomenon. Numerical discrete models were built and applied to simulate the entire problem using an advanced finite element method approach.
Bibliografia
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  1. Belytschko, T., Liu W.K. & Moran, B. 2000. Nonlinear Finite Elements for Continua and Structures. John Wiley & Sons.
  2. Cichocki, K., Domski, J., Katzer, J. & Ruchwa, M. 2014. Impact resistant concrete elements with nonconventional reinforcement. Rocznik Ochrona Srodowiska - Annual Set The Environment Protection, Monograph No. 1, 16, Part 2: 1-99.
  3. Cichocki, K. & Ruchwa, M. 2013. Numerical analysis of fibre reinforced slabs under impact loads. In: 20th Intern. Conf. on Computer Methods in Mechanics, CMM-2013. Short Papers. Poznań (Poland), 27-31 August 2013. Poznań: Poznań University of Technology.
  4. Cichocki, K. & Ruchwa, M. 2013. Integrity analysis for multi-storey buildings. Ovidius University Annals - Constantza. Series: Civil Engineering 15: 45-52.
  5. Dassault Systemes SIMULIA 2013. ABAQUS Analysis User’s Manual. Providence.
  6. Dassault Systemes SIMULIA 2013. ABAQUS Scripting Us-er's Guide. Providence.
  7. De Souza Neto, E.A., Perić, D. & Owen, D.R.J. 2008. Computational methods for plasticity. Theory and applications. John Wiley & Sons.
  8. Głodkowska, W. & Ruchwa, M. 2010. Static analysis of reinforced concrete beams strengthened with CFRP composites. Archives of Civil Engineering LVI (2): 111-122.
  9. Katzer, J. & Domski, J. 2015. Static and dynamic characteristics of fibre reinforced WCA concrete. In: Proc. 8th Intern. Conf. FIBRE CONCRETE 2015. Prague (Czech Republic), 10-11 September 2015, Prague: Czech Technical University in Prague.
  10. Smadi, M.M. & Bani Yasin, I.S. 2008. Behavior of high-strength fibrous concrete slab–column connections under gravity and lateral load. Construction and Building Materials 22(8): 1863-1873.
  11. Taqieddin, Z.N. & Voyiadjis, G.Z. 2009. Elastic Plastic and Damage Model for Concrete Materials: Part II - Implementation and Application to Concrete and Reinforced Concrete. International Journal of Structural Changes in Solids 1(1): 187-209.
  12. Veselý, V. & Frantík, P. 2011. Reconstruction of fracture process zone during tensile failure of quasi-brittle materials. Applied and Computational Mechanics 4: 237-250.
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