Modeling of the stress-deformed state and cracking inreinforced concrete structures using ANSYS Mechanical

• Autorzy: Dorofeev V. S. , Karpyuk V. M. , Neutov O. S. , Neutov S. F.
• Języki publikacji: EN

Abstrakty

EN

The article presents the results of reinforced concrete beams modeling under short-term loading with the use of the ANSYS Mechanical software. The obtained parameters were compared with the experimental ones. The comparison showed a satisfactory concordance of the parameters. In case of the discrepancies, the authors suggest that they are due to the idealization of material properties and structural model of the finite method. The paper is divided into the following chapters: Introduction, Literature Review, Research Significance, Element Types, Real Constants, Material Properties Modeling, Geometric Modeling, Loads and Boundary Conditions, Cracking and Failure and Conclusions. Each of the five conclusions in the last chapter offers a summary of the presented experimental research.

Słowa kluczowe

EN

concrete beam; stress-strain state; finite element modeling; ANSYS

• Wydawca: Wydawnictwo Uniwersytetu Warmińsko-Mazurskiego w Olsztynie
• Czasopismo: Technical Sciences / University of Warmia and Mazury in Olsztyn
• Rocznik: 2014
• Tom: nr 17(2)
• Strony: 105--121
• Opis fizyczny: Bibliogr. 10 poz., rys., tab., wykr.

Twórcy

autor

Dorofeev V. S.

• Department of Reinforced Concrete and Masonry Structures, Odessa State Academy of Civil Engineering and Architecture, Ukraine

autor

Karpyuk V. M.

• Department of Strength of Materials, Odessa State Academy of Civil Engineering and Architecture, Ukraine

autor

Neutov O. S.

• Department of Reinforced Concrete and Masonry Structures, Odessa State Academy of Civil Engineering and Architecture, Ukraine

autor

Neutov S. F.

Bibliografia

• ANSYS theory refence. 12th ed, SAS IP, Inc.
• DBN - V.2.6-98:2009. Concrete and reinforced concrete structures. Fundamentals. 2011. Ukranian State Bulding Code. Kyiv, The Ministry of Regional Development and Construction.
• DOROFEYEV V.S., KARPIUK V.M., NEUTOV A.S. 2010. Experimental study of reinforced concrete beams support sections under steadyloading. Journal of Odessa State Academy of Building and Architecture, 38, 255-262.
• DOROFEYEV V.S., KARPIUK V.M., NEUTOV A.S.2010. On the influence of structural factorson the carrying capacity of bendable concrete elements. Journal of Odessa State Academy of Building and Architecture, 39(1): 186-199.
• DOROFEYEV V.S., KARPIUK V.M., NEUTOV A.S. 2012. On the simulation of the stress-deformed state of reinforced concrete beams in the FEA Ansys Mechanical. Journal of Odessa State Academy of Building and Architecture, 46: 75-86.
• KACHLAKEV D.I., MILLER T. H., YIM S., CHANSAWAT K., POTISUK T. 2001. Finite Element Modeling of Reinforced Concrete Structures Strengthened With FRP Laminates. Final Report FHWA-OR-RD-01-17, SPR 316, 111 pages plus appendices, United States Department of Transportation, Federal Highway Administration and Oregon DOT, Salem, Oregon.
• SAIFULLAH I., NAZIR-UZ-ZAMAN M., UDDIN S.M. Experimental and Analytical Investigation of Flexural Behavior of Reinforced Concrete Beam. IJET, 11(02): 188-196.
• VASUDEVAN G., KOTHANDARAMAN S. 2011. Parametric study on Nonlinear Finite Element Analysis on flexural behaviour of RC beams using ANSYS. International Journal of Civil and Structural Engineering, 2(1): 98-11.
• WILLAM K.J., WARNKE E.P. 1974. Constitutive model for triaxialbevior of concrete. Proceedings of international associations of bridge and structural engeneering conference, Vol. 19, ISMES, Bergamo, Italy, pp. 174-191.
• WOLANSKI A. J., B.S. 2004. Flexural behaviour of reinforced and prestressed concrete beams using finite element analysis. Master’s Thesis, Marqutte University, Milwaukee, Wisconsin, p. 87.