Validation of computational models of steel-concrete composite beams

• Autorzy: Pełka-Sawenko A. , Wróblewski T. , Szumigała M.
• Języki publikacji: EN

Abstrakty

EN

This article discusses the process of validating computational models of steel-concrete composite beams. The validation was conducted on the basis of experimental results and covers the process of modelling and identification of selected parameters in the model. During the validation process the results of experimental studies were used, and during the experimental studies the dynamic and static parameters of composite beams were assessed. The computational model and analysis were conducted for a spatial model using the finite element method in Abaqus environment. The analysis covered the elastic performance of the beams.

Słowa kluczowe

EN

steel-concrete composite beams; validation; Abaqus; MATLAB; finite element method

PL

Matlab; Abaqus; belki zespolone stalowo-betonowe; metoda elementów skończonych

• Wydawca: Instytut Podstawowych Problemów Techniki PAN
• Czasopismo: Engineering Transactions
• Rocznik: 2016
• Tom: Vol. 64, iss. 1
• Strony: 53--67
• Opis fizyczny: Bibliogr. 14 poz., rys., tab.

Twórcy

autor

Pełka-Sawenko A.

• West Pomeranian University of Technology of Szczecin Faculty of Civil Engineering and Architecture Piastów 50, 70-311 Szczecin, Poland

autor

Wróblewski T.

• West Pomeranian University of Technology of Szczecin Faculty of Civil Engineering and Architecture Piastów 50, 70-311 Szczecin, Poland

autor

Szumigała M.

• Institute of Structural Engineering Poznań University of Technology Piotrowo 5, 60-965 Poznań, Poland

Bibliografia

• 1. Abaqus Theory Manual. Version 6.13, ABAQUS Inc., 2013.
• 2. Abaqus Analysis User’s Manual. Version 6.13, ABAQUS Inc., 2013.
• 3. Luo Y., Li A., Kang Z., Parametric study of bonded steel-concrete composite beams by using finite element analysis, Engineering Structures, 34: 40–51, 2012.
• 4. Prakash A., Anandavalli N., Madheswaran C.K., Rajasankar J., Lakshmanan N., Three dimensional FE model of stud connected steel-concrete composite girders subjected to monotonic loading, International Journal of Mechanics and Applications, 1(1): 1–11, 2011.
• 5. Thevendran V., Shanmugam N.E., Chen S., Liew R.J.Y., Experimental study on steel-concrete composite beams curved in plan, Engineering Structures, 22(8): 877–889, 2000.
• 6. Mirza O., Uy B., Behaviour of headed stud shear connectors for composite steel-concrete beams at elevated temperatures, Journal of Constructional Steel Research, 65(3): 662–674, 2009.
• 7. Vasdravellis G., Uy B., Tan E.L., Kirkland B., The effects of axial tension on the hogging-moment regions of composite beams, Journal of Constructional Steel Research, 68(1): 20–33, 2012.
• 8. Uhl T., Computer-assisted identification of models of mechanical structures [in Polish], Wydawnictwa Naukowo-Techniczne, Warszawa, 1997.
• 9. Abramowicz M., Berczyński S., Wróblewski T., Estimation of the parameters of the discrete model of a reinforced concrete slab, 11th International Conference on Vibration Problems, Z. Dimitrovov´a et al. [Eds.], Lisbon, Portugal, September 2013.
• 10. Peeters B., Lowet G., Van der Auweraer H., Leuridan J., A new procedure for modal parameter estimation, Sound and Vibration, 38(1): 24–28, 2004.
• 11. Berczyński S., Wróblewski T., Experimental verification of natural vibration models of steel-concrete composite beams, Journal of Vibration and Control, 16(9): 2057–2081, 2010.
• 12. Pełka-Sawenko A., Abramowicz M., Wróblewski T., Berczyński S., Szumigała M., Modeling and analysis of free vibration of steel-concrete composite beams, [in] Recent Advances in Computational Mechanics, T. Łodygowski, J. Rakowski, P. Litewka [Eds.], CRC Press/Balkema, 103–110, Boca Raton, London, New York, Leiden, 2014.
• 13. Neville A.M., The properties of concrete [in Polish], Polski Cement, Kraków, 2000.
• 14. British Standards Institution (BSI) CP 110, Code of practice for structural use of concrete: part I – design, materials and workmanship, London, 1972.

Uwagi

PL

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.