A Proposal for a Simplified Mesoscale Simulation Model of a Reinforced Concrete Frame with and without Masonry Infill
By: Karim Benyahi and Amar Messas
References
- El-Ouali, T., Houde, J., Tinawi, R. (1991). Comportement d’un cadre rempli soumis à un chargement cyclique : modélisation pour une analyse dynamique non linéaire. Canadian Journal of Civil Engineering. 18(6), pp. 1013-1023. https://doi.org/10.1139/l91-124
- Wakabayashi, M. (1986). Design of earthquake-resistant buildings. McGraw-Hill Companies
- Murty, C.V.R., Jain, S.K. (2000). Beneficial influence of masonry infill walls on seismic performance of RC frame buildings. In 12th world conference on earthquake engineering
- Dawe, J., Seah, C.K. (1989). Behaviour of masonry infilled steel frames. Canadian Journal of Civil Engineering. 16(6), pp. 865-876. https://doi.org/10.1139/l89-129
- Crisafulli, F.J. (1997). Seismic behaviour of reinforced concrete structures with masonry infills. Doctoral dissertation, University of Canterbury
- Yuen, Y.P., Kuang, J.S. (2012). Nonlinear response and failure mechanism of infilled RC frame structures under biaxial seismic excitation. In Proceedings of the 15th World Conference on Earthquake Engineering, Lisboa, Portugal
- Chrysostomou, C.Z. (1991). Effects of degrading infill walls on the nonlinear seismic response of two-dimensional steel frames. Doctoral dissertation, Cornell University
- D’Altri, A.M., Sarhosis, V., Milani, G., Rots, J., Cattari, S., Lagomarsino, S., Sacco, E., Tralli, A., Castellazzi, G., de Miranda, S. (2019). Modeling strategies for the computational analysis of unreinforced masonry structures: review and classification. Archives of computational methods in engineering, pp. 1-33. https://doi.org/10.1007/s11831-019-09351-x
- Ali, S.S., Page, A.W. (1988). Finite element model for masonry subjected to concentrated loads. Journal of structural engineering. 114(8), pp. 1761-1784. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1761)
- Page, A.W. (1978). Finite element model for masonry. Journal of the Structural Division. 104(8), pp 1267-1285. https://doi.org/10.1061/JSDEAG.0004969
- Lotfi, H.R., Shing, P.B. (1994). Interface model applied to fracture of masonry structures. Journal of structural engineering. 120(1), pp. 63-80. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:1(63)
- Lourenço, P.B., Rots, J. (1994). Analysis of masonry structures with interface elements. Rep. No. 03-21-22-0, 1
- Lourenço, P.B., Rots, J.G. (1997). Multisurface interface model for analysis of masonry structures. Journal of engineering mechanics. 123(7), pp. 660-668. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:7(660)
- Aref, A.J., Dolatshahi, K.M. (2013). A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures. Computers & Structures. 120, pp. 9-23. https://doi.org/10.1016/j.compstruc.2013.01.012
- Nasiri, E., Liu, Y. (2017). Development of a detailed 3D FE model for analysis of the in-plane behaviour of masonry infilled concrete frames. Engineering Structures. 143, pp. 603-616. https://doi.org/10.1016/j.engstruct.2017.04.049
- Kuang, J.S., Yuen, Y.P. (2013). Simulations of masonry-infilled reinforced concrete frame failure. Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics. 166(4), pp. 179-193. https://doi.org/10.1680/eacm.13.00002
- Bolhassani, M., Hamid, A.A., Lau, A.C., Moon, F. (2015). Simplified micro modeling of partially grouted masonry assemblages. Construction and Building Materials. 83, pp. 159-173. https://doi.org/10.1016/j.conbuildmat.2015.03.021
- Abdulla, K.F., Cunningham, L.S., Gillie, M. (2017). Simulating masonry wall behaviour using a simplified micro-model approach. Engineering Structures. 151, pp. 349-365. https://doi.org/10.1016/j.engstruct.2017.08.021
- Zhai, C., Wang, X., Kong, J., Li, S., Xie, L. (2017). Numerical simulation of masonry-infilled RC frames using XFEM. Journal of Structural Engineering. 143(10), pp. 04017144. https://doi.org/10.1061/(asce)st.1943-541x.0001886
- D’Altri, A.M., de Miranda, S., Castellazzi, G., Sarhosis, V. (2018). A 3D detailed micro-model for the in-plane and out-of-plane numerical analysis of masonry panels. Computers & Structures. 206, pp. 18-30. https://doi.org/10.1016/j.compstruc.2018.06.007
- Nguyen, G.D., Korsunsky, A.M. (2008). Development of an approach to constitutive modelling of concrete: isotropic damage coupled with plasticity. International Journal of Solids and Structures. 45(20), pp. 5483-5501. https://doi.org/10.1016/j.ijsolstr.2008.05.029
- Lubliner, J., Oliver, J., Oller, S., Oñate, E. (1989). A plastic-damage model for concrete. International Journal of solids and structures. 25(3), pp. 299-326. https://doi.org/10.1016/0020-7683(89)90050-4
- Lee, J., Fenves, G.L. (1998). Plastic-damage model for cyclic loading of concrete structures. Journal of engineering mechanics. 124(8), pp. 892-900. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892)
- Alfarah, B., López-Almansa, F., Oller, S. (2017). New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures. Engineering Structures. 132, pp. 70-86. https://doi.org/10.1016/j.engstruct.2016.11.022
- CEB-FIP (CEBFIP) (2010). Model code 2010. Comité euro-international du béton 594. https://doi.org/10.1007/978-3-642-41840-2_1
- Krätzig, W.B., Pölling, R. (2004). An elasto-plastic damage model for reinforced concrete with minimum number of material parameters. Computers & structures. 82(15-16), pp. 1201-1215. https://doi.org/10.1016/j.compstruc.2004.03.002
- Rules BAEL91 revised 99 (1999). Technical design rules and calculation of works and structures reinforced concrete according to the limit states method. Publisher: Association Francaise de Normalisation.
- Jirasek, M., Bazant, Z.P. (2001). Inelastic analysis of structures. John Wiley & Sons.
- Burzyński, W.V. (1929). Über die Anstrengungshypothesen. Schweizerische Bauzeitung. 94(21), pp. 259-262.
- Drucker, D.C., Prager, W. (1952). Soil mechanics and plastic analysis or limit design. Quarterly of applied mathematics. 10(2), pp. 157-165. https://www.jstor.org/stable/43633942
- Oh, B. (2003). A plasticity model for confined concrete under uniaxial loading. Doctoral dissertation, Lehigh University.
- Karabinis, A.I., Kiousis, P.D. (1994). Effects of confinement on concrete columns: plasticity approach. Journal of structural engineering. 120(9), pp. 2747-2767. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:9(2747)
- Yu, T.T.J.G., Teng, J.G., Wong,Y.L., Dong, S.L. (2010). Finite element modeling of confined concrete-I: Drucker–Prager type plasticity model. Engineering structures. 32(3), pp. 665-679. https://doi.org/10.1016/j.engstruct.2009.11.014
- Zhang, Y., Bernhardt, M., Biscontin, G., Luo, R., Lytton, R. (2015). A generalized Drucker– Prager viscoplastic yield surface model for asphalt concrete. Materials and Structures. 48(11), pp. 3585-3601. https://doi.org/10.1617/s11527-014-0425-1
- Mohammadi, M., Dai, J.G., Wu, Y.F., Bai, Y.L. (2019). Development of extended Drucker– Prager model for non-uniform FRP-confined concrete based on triaxial tests. Construction and Building Materials. 224, pp. 1-18. https://doi.org/10.1016/j.conbuildmat.2019.07.061
- Abaqus (2011). Analysis user’s manual 6.14. Dassault Systemes Simulia Corp., Providence, RI.
- Borah, B., Singhal, V., Kaushik, H.B. (2021). Assessment of seismic design provisions for confined masonry using experimental and numerical approaches. Engineering Structures. 245, pp. 112864. https://doi.org/10.1016/j.engstruct.2021.112864
- Chandel, V.S., Yamini Sreevalli, I. (2019). Numerical study on influence of masonry infill in an RC frame. Asian Journal of Civil Engineering. 20, pp. 1-8. https://doi.org/10.1007/s42107-018-0083-7
- Okail, H., Abdelrahman, A., Abdelkhalik, A., Metwaly, M. (2016). Experimental and analytical investigation of the lateral load response of confined masonry walls. HBRC journal. 12(1), pp. 33-46. https://doi.org/10.1016/j.hbrcj.2014.09.004
- Mehrabi, A.B., Shing, P.B. (1997). Finite element modeling of masonry-infilled RC frames. Journal of structural engineering. 123(5), pp. 604-613. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:5(604)
- Mehrabi, A.B., Shing, P.B. (1994). Performance of masonry-infilled R/C frames under in-plane lateral loads: analytical modeling. In Proc., NCEER Workshop on Seismic Response of Masonry, San Francisco.
Language: English
Published on: Dec 31, 2024
Published by: Technical University of Košice
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Related subjects:
© 2024 Karim Benyahi, Amar Messas, published by Technical University of Košice
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.