پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شماره‌ها | 635 |
| تعداد مقالات | 9,314 |
| تعداد مشاهده مقاله | 67,881,235 |
| تعداد دریافت فایل اصل مقاله | 17,097,397 |
Assessment of Damage and Residual Load Capacity of the Normal and Retrofitted RC Columns against the Impact Loading | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 3، دوره 9، شماره 1 - شماره پیاپی 21، اردیبهشت 2021، صفحه 29-51 اصل مقاله (1.3 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2020.20000.1394 | ||
| نویسندگان | ||
| Somayeh Mollaei* 1؛ Mehdi Babaei2؛ Maysam JalilKhani3 | ||
| 1Department of Civil Engineering, Faculty of Engineering, University of Bonab, Bonab, East Azerbaijan, Iran. | ||
| 2Assistant professor, Department of Civil Engineering, University of Bonab, Bonab, East Azerbaijan, Iran. | ||
| 3Engineering Faculty of Khoy, Urmia University, Iran. | ||
| تاریخ دریافت: 19 اسفند 1398، تاریخ بازنگری: 18 خرداد 1399، تاریخ پذیرش: 19 خرداد 1399 | ||
| چکیده | ||
| In the current study, the effect of the extreme lateral loading on the square and circular Reinforced Concrete (RC) columns with and without retrofitting was investigated. 3D finite element modeling of the columns and impact loading condition was performed using the ABAQUS/Explicit software. The data of a real scale blast test carried out in our previous study were used to verify the modeling accuracy. The effect of secondary moments due to axial load, different geometrical characteristics of the steel jacket, compressive strength of the concrete, and the longitudinal reinforcement on the explosive capacity of the column and its residual axial strength were studied. Results showed that the circular columns perform better under the sudden lateral pressure than equivalent square ones. Also, steel jacketing increased the explosive capacity of the column, which was more effective in the circular columns than the square ones. The results also indicated that steel jacketing with less buckling capacity had the least improvements on the column capacity. It was found that the effects of the initial axial force in the column were significant on its behavior under explosive loading condition, which should be taken into account in any modeling approaches. In general, the P-δ phenomenon had less effect on the circular columns than the square ones. Also, the use of a high-strength concrete and a higher percentage of longitudinal reinforcement further influenced the retrofitted columns than unretrofited (normal) ones, which was more evident in the circular columns in comparison with square columns. | ||
| کلیدواژه‌ها | ||
| Impact Loading؛ RC Column؛ Circular and Square Section؛ Steel Jacketing؛ Residual Axial Load Capacity | ||
| مراجع | ||
|
[1] Bagheripourasil, M., Mohammadi, Y. (2015). Comparison between Alternative Load Path Method and a Direct Applying Blast Loading Method in Assessment of the Progressive Collapse, Journal of Rehabilitation in Civil Engineering, 3(2), 1-15. [2] Kazemi-Moghaddam, A., Sasani, M. (2015). Progressive collapse evaluation of Murrah Federal Building following sudden loss of column G20, Engineering Structures, 89, 162-171. [3] Li, J., Hao, H. (2013). Numerical study of structural progressive collapse using substructure technique, Engineering Structures, 52, 101-113. [4] Bao, X., Li, B. (2010). Residual strength of blast damaged reinforced concrete columns, International journal of impact engineering, 37(3), 295-308. [5] Rodriguez-Nikl, T., Lee, C. S., Hegemier, G. A., Seible, F. (2012). Experimental performance of concrete columns with composite jackets under blast loading, Journal of Structural Engineering, 138(1), 81-89. [6] Fujikake, K., Aemlaor, P. (2013). Damage of reinforced concrete columns under demolition blasting, Engineering structures, 55, 116-125. [7] Crawford, J. E. (2013). State of the art for enhancing the blast resistance of reinforced concrete columns with fiber-reinforced plastic, Canadian Journal of Civil Engineering, 40(11), 1023-1033. [8] Shi, Y., Hao, H., Li, Z. X. (2008). Numerical derivation of pressure–impulse diagrams for prediction of RC column damage to blast loads, International Journal of Impact Engineering, 35(11), 1213-1227. [9] Wu, K. C., Li, B., Tsai, K. C. (2011). The effects of explosive mass ratio on residual compressive capacity of contact blast damaged composite columns, Journal of Constructional Steel Research, 67(4), 602-612. [10] Roller, C., Mayrhofer, C., Riedel, W., Thoma, K. (2013). Residual load capacity of exposed and hardened concrete columns under explosion loads, Engineering structures, 55, 66-72. [11] Aoude, H., Dagenais, F. P., Burrell, R. P., Saatcioglu, M. (2015). Behavior of ultra-high-performance fiber reinforced concrete columns under blast loading, International Journal of Impact Engineering, 80, 185-202. [12] Astarlioglu, S., Krauthammer, T. (2014). Response of normal-strength and ultra-high-performance fiber-reinforced concrete columns to idealized blast loads, Engineering structures, 61, 1-12. [13] Livermore Software Technology Corporation. (2018). LS-DYNA R11 Keyword User's Manual. [14] Abaqus 6.13 documentation. (2013). http://129.97.46.200:2080/v6.13/ [15] Akbarzadeh Bengar, H., Yavari, M. R. (2016). Simulation of the Reactive Powder Concrete (RPC) Behavior Reinforcing with Resistant Fiber Subjected to Blast Load, Journal of Rehabilitation in Civil Engineering, 4(1), 63-77. [16] Arlery, M., Rouquand, A., Chhim, S. (2013). Numerical dynamic simulations for the prediction of damage and loss of capacity of RC column subjected to contact detonations, In: 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-8), Toledo (Spain), [Online]. Accessed: http://framcos.org/FraMCoS-8/p619.pdf [17] Hyde, D. W. (1988). Microcomputer Programs CONWEP and FUNPRO, Applications of TM 5-855-1,'Fundamentals of Protective Design for Conventional Weapons'(User's Guide) (No. WES/IR/SL-88-1), Army Engineer Waterways Experiment Station Vicksburg Ms Structures Lab. [18] Carriere, M., Heffernan, P. J., Wight, R. G., Braimah, A. (2009). Behavior of steel reinforced polymer (SRP) strengthened RC members under blast load, Canadian Journal of Civil Engineering, 36(8), 1356-1365. [19] He, A., Cai, J., Chen, Q. J., Liu, X., Xu, J. (2016). Behavior of steel-jacket retrofitted RC columns with preload effects, Thin-Walled Structures, 109, 25-39. [20] Jodawat, A., Parekh, A., Marathe, B., Pawar, K., Patwa, S., Sahu, Y., Jain, I. (2016). Retrofitting of Reinforced Concrete Column by Steel Jacketing, Int. Journal of Engineering Research and Application, 6(7), 1-5. [21] Crawford, J. E., Wesevich, J., Valancius, J., Reynolds, A. (1995, October). Evaluation of jacketed columns as a means to improve the resistance of conventional structures to blast effects, In Proceedings, 66th Shock and Vibration Symposium, Biloxi, MS (Vol. 30). [22] Thai, D. K., Pham, T. H., Nguyen, D. L. (2020). Investigation on the Damage of RC Columns Covered by Steel Plate under Blast Loading, The Structural Design of Tall and Special Buildings, (in press(. [23] Thai, D. K., Pham, T. H., Nguyen, D. L. (2020). Damage assessment of reinforced concrete columns retrofitted by steel jacket under blast loading, The Structural Design of Tall and Special Buildings, 29(1), e1676. [24] Fouché, P., Bruneau, M., Chiarito, V. P. (2016). Modified steel-jacketed columns for combined blast and seismic retrofit of existing bridge columns, Journal of Bridge Engineering, 21(7), 04016035. [25] Fujikura, S., Bruneau, M. (2011). Experimental investigation of seismically resistant bridge piers under blast loading, Journal of Bridge Engineering, 16(1), 63-71. [26] Morrill, K. B., Crawford, M. E., Crawford, J. E., Ferritto, J. M. (2004). Retrofit of Reinforced Concrete Columns and Walls, In: Structures Congress, Nashville. [27] Tan, S. H., Poon, J. K., Chan, R., Chng, D. (2012). Retrofitting of reinforced concrete beam-column via steel jackets against close-in detonation, In: 12th international LS-DYNA users conference, 3, 1-12. [28] Codina, R., Ambrosini, D., de Borbón, F. (2016). Alternatives to prevent the failure of RC members under close-in blast loadings, Engineering Failure Analysis, 60, 96-106. [29] Codina, R., Ambrosini, D., de Borbón, F. (2017). New sacrificial cladding system for the reduction of blast damage in reinforced concrete structures, International Journal of Protective Structures, 8(2), 221-236. [30] Esmaeilnia Omran, M., Mollaei, S. (2017). Investigation of Axial Strengthened Reinforced Concrete Columns under Lateral Blast Loading, Shock and Vibration, 2017. [31] Belal, M. F., Mohamed, H. M., Morad, S. A. (2015). Behavior of reinforced concrete columns strengthened by steel jacket, HBRC Journal, 11(2), 201-212. [32] Siba, F. (2014). Near-field explosion effects on reinforced concrete columns: An experimental investigation, Doctoral dissertation, Carleton University. [33] Oliver, J., Oller, S., Oñate, E. (1989). A plastic-damage model for concrete, International Journal of solids and structures, 25(3). [34] Lee, J., Fenves, G. L. (1998). Plastic-damage model for cyclic loading of concrete structures, Journal of engineering mechanics, 124(8), 892-900. [35] Yu, T., Teng, J. G., Wong, Y. L., Dong, S. L. (2010). Finite element modeling of confined concrete-II: Plastic-damage model, Engineering structures, 32(3), 680-691. [36] FEMA (Federal Emergency Management Association). (2006). Designer's Notebook--Blast Consideration, FEMA Press. [37] U.S. Department of Defense (DOD). (2008). Structures to Resist the Effects of Accidental Explosions, Washington DC: UFC 3-340-02. [38] Gebbeken, N., Greulich, S., Pietzsch, A., Doege, T. (2003). Interaction of Local and Global Structural Behavior of Buildings under Catastrophic Loadings, Response of Structures to Extreme Loading, Toronto, Elsevier, 2. [39] Braimah, A., Contestabile, E. (2007, July). Blast Vulnerability Assessment: Challenges and Myths, In Structures under Extreme Loading–Proceedings of First International Workshop on Performance, Protection, and Strengthening of Structures under Extreme Loading. [40] Zukas, J. A., Walters, W., Walters, W. P. (Eds.). (2002). Explosive effects and applications, Springer Science & Business Media. [41] U.S. Dept. of Army, the Navy and Air Force. (1990). The Design of Structures to Resist the Effects of Accidental Explosions, TM 5-1300. Technical Manual, Washington DC. [42] Dusenberry, D. O. (2010). Handbook for blast resistant design of buildings, John Wiley & Sons. [43] Momeni, M., Hadianfard, M. A., Bedon, C., Baghlani, A. (2019). Numerical damage evaluation assessment of blast loaded steel columns with similar section properties, Structures, 20, 189-203. [44] Hadi, M. N., Widiarsa, I. B. R. (2012). Axial and flexural performance of square RC columns wrapped with CFRP under eccentric loading, Journal of Composites for Construction, 16(6), 640-649. [45] Mollaei, S. (2017). Analysis of Reinforced Concrete Columns Subjected to Blast Loading Considering Strain Rate Effects. PhD Thesis in Structural Engineering, University of Kurdistan. [46] Wu, K. C., Li, B., Tsai, K. C. (2011). Residual axial compression capacity of localized blast-damaged RC columns, International journal of impact engineering, 38(1), 29-40. | ||
|
آمار تعداد مشاهده مقاله: 1,118 تعداد دریافت فایل اصل مقاله: 636 |
||