Numerical Study of the Force Transfer Mechanism and Seismic Behavior of Masonry Infilled RC Frames with Windows Opening
Abstract
Masonry infilled walls are widely used in reinforced concrete (RC) frams worldwide. However, infilled RC frame building failure is a common mode in destructive earthquakes. Further researcher is needed to bring insightful understandings into the behaviors of these structures. Therefore, this study investigates seismic parameters, ultimate tensile damage, and force transfer mechanisms in a reinforced concrete structure under in-plan load. For this purpose, the definitions and the relevant literature were reviewed. Then, an analytical software supporting an infill model was selected and described altogether with a particular modeling approach. Calibrating software results with those presented by Abdulhafez et al. (2014), the researchers designed a series of planer one-story one-bay reinforced concrete frames upon ACI 318M-14 Building Code. The seismic behavior of infilled frames were also studied using finite element method. Force transfer mechanisms in infilled frame with opening, which is one of the important items, was investigated in this study. Comparing the analysis outcomes with the bar frame, it was indicated that the ultimate load, stiffness, and toughness of the full in-filled frame were increased while the ductility was decreased. It was also revealed that the presence of opening in infilled frame decreased the ultimate load, stiffness and toughness corresponding full infilled frame. In addition, the increasing of opening size increased the reduction of the ultimate load, stiffness and toughness.
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References
S. S. Ravichandran, "Design provisions for autoclaved aerated concrete (AAC) infilled steel moment frames," 2009.
A. Furtado, H. Rodrigues, and A. Arêde, "Modelling of masonry infill walls participation in the seismic behaviour of RC buildings using OpenSees," International Journal of Advanced Structural Engineering (IJASE), vol. 7, pp. 117-127, 2015. DOI 10.1007/s40091-015-0086-5.
I. R. Hapsari, S. Sangadji, and S. A. Kristiawan, "Seismic performance of four-storey masonry infilled reinforced concrete frame building," in MATEC Web of Conferences, 2018, p. 02017. doi:10.1051/matecconf/201819502017.
H. Alwashali, Y. Torihata, K. Jin, and M. Maeda, "Experimental observations on the in-plane behaviour of masonry wall infilled RC frames; focusing on deformation limits and backbone curve," Bulletin of Earthquake Engineering, vol. 16, pp. 1373-1397, 2018. doi:10.1007/s10518-017-0248-x.
S. H. Basha and H. B. Kaushik, "Behavior and failure mechanisms of masonry-infilled RC frames (in low-rise buildings) subject to lateral loading," Engineering Structures, vol. 111, pp. 233-245, 2016. doi:10.1016/j.engstruct.2015.12.034.
X. Chen and Y. Liu, "A finite element study of the effect of vertical loading on the in-plane behavior of concrete masonry infills bounded by steel frames," Engineering Structures, vol. 117, pp. 118-129, 2016. doi:10.1016/j.engstruct.2016.03.010.
A. Kiani, B. Mansouri, and A. S. Moghadam, "Fragility curves for typical steel frames with semi-rigid saddle connections," Journal of Constructional Steel Research, vol. 118, pp. 231-242, 2016. doi:10.1016/j.jcsr.2015.11.001.
Y. Yuen and J. Kuang, "Nonlinear seismic responses and lateral force transfer mechanisms of RC frames with different infill configurations," Engineering Structures, vol. 91, pp. 125-140, 2015. doi:10.1016/j.engstruct.2015.02.031.
A. S. A. T. Essa, M. R. K. Badr, and A. H. El-Zanaty, "Effect of infill wall on the ductility and behavior of high strength reinforced concrete frames," HBRC Journal, vol. 10, pp. 258-264, 2014. doi:10.1016/j.hbrcj.2013.12.005.
D. Okuyucu, "Effects of frame aspect ratio on the seismic performance improvement of panel strengthening technique," Ph. D. thesis, Middle East Technical Univ., Ankara, Turkey, 2011.
R. S. O. Keskin, "Behavior of Brick Infilled Reinforced Concrete Frames Strengthened by Cfrp Reinforcement: Phase I," 2002.
M. Baran and T. Sevil, "Analytical and experimental studies on infilled RC frames," International Journal of Physical Sciences, vol. 5, pp. 1981-1998, 2010.
L. M. Abdel-Hafez, A. Abouelezz, and F. F. Elzefeary, "Behavior of masonry strengthened infilled reinforced concrete frames under in-plane load," HBRC Journal, vol. 11, pp. 213-223, 2015. doi:10.1016/j.hbrcj.2014.06.005.
E. Patelli, M. Beer, S.-K. Siu-Kui Au, and I. A. Kougioumtzoglou, Encyclopedia of earthquake engineering: Springer, 2015.
W. Van der Mersch, "Modelling the seismic response of an unreinforced masonry structure," 2015.
P. Grassl and M. Jirásek, "Damage-plastic model for concrete failure," International journal of solids and structures, vol. 43, pp. 7166-7196, 2006. doi:10.1016/j.ijsolstr.2006.06.032.
L. Hsu and C.-T. Hsu, "Complete stress—strain behaviour of high-strength concrete under compression," Magazine of concrete research, vol. 46, pp. 301-312, 1994. Author Affiliations. doi:10.1680/macr.1994.46.169.301.
A. M. Morsy, N. H. El-Ashkar, and I. S. Mattar, "Nonlinear finite element modeling of reinforced concrete beams in shear–strengthened with near surface mounted laminates," Concrete Solutions 2014, p. 321, 2014.
A.-T. Le, T.-Q. Hoang, and T.-T. Nguyen, "Analysis Behavior of Reinforcement in a Reinforced Concrete Beam Using Steel Slag Replacing Crushed-Stone Aggregate," in Congrès International de Géotechnique–Ouvrages–Structures, 2017, pp. 329-337. doi:10.1007/978-981-10-6713-6_32.
B. Dastjerdy, R. Hasanpour, and H. Chakeri, "Cracking Problems in the Segments of Tabriz Metro Tunnel: A 3D Computational Study," Geotechnical and Geological Engineering, vol. 36, pp. 1959-1974, 2018. doi:10.1007/s10706-017-0439-x.
R. Nayal and H. A. Rasheed, "Tension stiffening model for concrete beams reinforced with steel and FRP bars," Journal of Materials in Civil Engineering, vol. 18, pp. 831-841, 2006. doi:10.1061/(ASCE)0899-1561(2006)18:6(831).
H. B. Kaushik, D. C. Rai, and S. K. Jain, "Uniaxial compressive stress–strain model for clay brick masonry," Current Science, pp. 497-501, 2007.
A. Ahmed, "Modeling of a reinforced concrete beam subjected to impact vibration using ABAQUS," International journal of civil and structural engineering, vol. 4, p. 227, 2014. doi: 10.6088/ijcser.201304010023.
A. Akhaveissy and G. Milani, "Pushover analysis of large scale unreinforced masonry structures by means of a fully 2D non-linear model," Construction and Building Materials, vol. 41, pp. 276-295, 2013. doi:10.1016/j.conbuildmat.2012.12.006.
DOI: 10.28991/cej-2019-03091225
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