Data obtained from experimental study are compared with the analysis results of ABAQUS finite elements program.
📌 3 Key Takeaways
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Objective & Hypothesis:Behavior types of structural members under various loads have been a main field of interest in engineering sciences.
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Key Findings & Data:There have been several studies performed about determining the behavior of members under tensile, compression, bending and torsion loads until today.
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Conclusion & Impact:Data obtained from experimental study are compared with the analysis results of ABAQUS finite elements program.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters
Abstract
Behavior types of structural members under various loads have been a main field of interest in engineering sciences. There have been several studies performed about determining the behavior of members under tensile, compression, bending and torsion loads until today. However, terrorist attacks and destructive earthquakes have aroused interests of scientists and engineers about solutions of impact problems. In this study, behavior of concrete and reinforced concrete beams under impact loads is investigated. For this purpose, a testing apparatus has been created. Data obtained from experimental study are compared with the analysis results of ABAQUS finite elements program.
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Cite This Article
GÜCÜYEN, E., ERDEM, R., KANTAR, E., BAĞCI, M. (2013). DETERMINATION OF THE IMPACT BEHAVIOR OF CONCRETE AND REINFORCED CONCRETE BEAMS. Mathematical and Computational Applications, Cilt: 18 - Sayı: 3, 502–510. https://ajindex.com/articles/279823
T. A. Siewert, M.P. Manahan, M. P. McCowan, J. M. Holt, F. J. Marsh and E. A. Ruth, The history and importance of impact testing, Pendulum Impact Testing: A Century of Progress ASTM STP 1380, West Conshohocken PA, 3-15, 1999
E. Kantar, R.T. Erdem and Ö. Anıl, Nonlinear finite element analysis of impact behaviour of concrete beam, The 1st International Symposium on Computing in Science & Engineering, 892-898, 2010
N. P. Banthia, Impact resistance of concrete, PhD Thesis, The University of British Columbia Department of Civil Engineering, 1987
M. A. Erki and U. Meier, Impact loading of concrete beams externally strengthened with cfrp laminates, Journal of Composites for Construction 3(3), 117-124, 1999 5. S. Saatci and F. J. Vecchio, Effects of shear mechanisms on impact behavior of reinforced concrete beams, ACI Structural Journal 106(1), 78-86, 2009
S. Saatci and F. J. Vecchio, Nonlinear finite element modeling of reinforced concrete structures under impact loads, ACI Structural Journal 106(5), 717-725, 2009
S. Tachibana, H. Masuya and S. Nakamura, Experimental study on the impact behavior and performance of reinforced concrete beam with some absorbing materials, 31st Conference on OUR WORLD IN CONCRETE & STRUCTURES, 16-17 August 2006
Y. Sawamoto, H. Tsubota, Y. Kasai, N. Koshika and H, Morikawa, Analytical studies on local damage to reinforced concrete structures under impact loading by discrete element method, Nuclear Engineering and Design 179, 157-177, 1998
A. Q. Bhatti, N. Kishi and H. Mikami, An applicability of dynamic response analysis of shearfailure type RC beams with lightweight aggregate concrete under falling-weight impact loading Materials and Structures 44, 221-231, 2011
V. Korotkov, D. Poprygin, K. Ilin and S. Ryzhov, Determination of dynamic reaction in concrete floors of civil structures of nuclear power plant in accidental drops of heavy objects, Abaqus Users' Conference, 399-408, 2004
E. Kantar and Ö. Anıl, Low velocity impact behavior of concrete beam strengthened with CFRP strip, Steel and Composite Structures 12(3), 207-230, 2012