پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شماره‌ها | 639 |
| تعداد مقالات | 9,335 |
| تعداد مشاهده مقاله | 67,965,267 |
| تعداد دریافت فایل اصل مقاله | 24,602,868 |
Dynamic Analysis of Concrete Arch Dam due to Earthquake Force | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 22، دوره 13، شماره 3 - شماره پیاپی 39، آبان 2025، صفحه 166-198 اصل مقاله (1.83 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2025.33692.2036 | ||
| نویسندگان | ||
| Sougata Mukherjee1؛ K. Nallasivam* 2 | ||
| 1PG Student, Department of Civil Engineering, National Institute of Technology Hamirpur, Himachal Pradesh, India | ||
| 2Assistant Professor, Department of Civil Engineering, National Institute of Technology Hamirpur, Himachal Pradesh, India | ||
| تاریخ دریافت: 18 فروردین 1403، تاریخ بازنگری: 20 آبان 1403، تاریخ پذیرش: 25 دی 1403 | ||
| چکیده | ||
| A gravity dam with concrete is a vast construction that keeps a large volume of water on its upstream side, and its ability to withstand seismic vibrations is critical. So, it is a question of investigation to determine the fluctuating performance of a dam under various dynamic loads, which is an essential and highly complex component of dam safety criterion. The fluctuating behaviour of the various 3D models of the arch-gravity concrete dam, including the dam amid the earth interface, a dam devoid of earth interface, and a dam situated among earth and water systems, has been developed using finite element software ANSYS. These computational models can be improved to perform seismic examination of concrete gravity arch dams, exploring both the foundation-structure interaction and the reservoir water level, which influence stress distribution within the dam. The linkage among the dam and the reservoir is examined by implementing a modified Westergaard's technique, and the dam body is represented with 3D Soild 186 elements. Furthermore, damping effects are used to assess their impact on fluctuating investigation. The responses of this dam are compared to the Seismic shaking acceleration of the Chamba seismic information occasion (1995), which is derived from Earthquake Databases. As per the dynamic analysis outcomes, the time-dependent variation of various displacements and stress on various dam locations, such as the dam's crest, heel, and toe, has been computed and analyzed, as well as their maximum values during earthquake time duration. The computation outcomes demonstrated that the interplay among the dam, foundation, and reservoir is critical in accurately estimating the fluctuating performance of dams. The exploration concluded that the simulated results of earthquake ground motion offer maximum displacement and maximum pressure for a dam devoid of earth interface than the dam amid earth interface, and fewer displacement for a dam situated among earth and water systems, The hydrodynamic water pressure from the reservoir induces stresses within the dam framework and horizontal displacements that range on the crest. Dam engineers can utilize this research to enhance the integrity and reliability of the dam, laying the groundwork for future experimental and fatigue assessments of the dam under numerous dynamic loads. | ||
| کلیدواژه‌ها | ||
| Concrete arch dam؛ Forced vibration؛ Finite element ANSYS models؛ Hydrodynamic forces؛ Seismic forces | ||
| مراجع | ||
|
[1] Yaghin M, Hesari M. Dynamic analysis of the arch concrete dam under earthquake force with ABAQUS. J Appl Sci 2008;8:2648–58.
[2] Tahar Berrabah A, Belharizi M, Laulusa A, Bekkouche A. Three-Dimensional Modal Analysis of Brezina Concrete Arch Dam, Algeria. Earth Sci Res 2012;1:55–70. https://doi.org/10.5539/esr.v1n2p55.
[3] Linda A, Kadid A. Seismic Response of Concrete Gravity Dams Considering Hydrodynamic Effects. Sel Sci Pap - J Civ Eng 2022;17:1–14. https://doi.org/10.2478/sspjce-2022-0011.
[4] Zhang XZ, Sun XN TK. Static and dynamic analysis of concrete gravity dam by ANSYS. Appl Mech Mater 2013;438:1334–7.
[5] Hariri-Ardebili MA, Kianoush MR. Integrative seismic safety evaluation of a high concrete arch dam. Soil Dyn Earthq Eng 2014;67:85–101. https://doi.org/10.1016/j.soildyn.2014.08.014.
[6] Varughese JA, Nikithan S. Seismic behavior of concrete gravity dams. Adv Comput Des 2016;1:195–206. https://doi.org/10.12989/acd.2016.1.2.195.
[7] Rampure AB, Mangulkar MN. Comparison between Response Spectrum and Time History Method of Dynamic Analysis of Concrete Gravity Dam. Open J Civ Eng 2016;06:329–34. https://doi.org/10.4236/ojce.2016.63027.
[8] Wang JT, Jin AY, Du XL, Wu MX. Scatter of dynamic response and damage of an arch dam subjected to artificial earthquake accelerograms. Soil Dyn Earthq Eng 2016;87:93–100. https://doi.org/10.1016/j.soildyn.2016.05.003.
[9] M. Karabulut MEKOFCMC. Earthquake Analysis of Concrete Arch Dams Considering Elastic Foundation Effects 2016;2:52.
[10] Robbe E, Kashiwayanagi M, Yamane Y. Seismic analyses of concrete dam, comparison between finite-element analyses and seismic records. 16th World Conf Earthq Eng 2017:Santiago, Chile.
[11] Chen D, Hou C, Wang F. Influences on the Seismic Response of the Gravity Dam-Foundation-Reservoir System with Different Boundary and Input Models. Shock Vib 2021;2021. https://doi.org/10.1155/2021/6660145.
[12] Esmaielzadeh S, Ahmadi H, Hosseini SA. A survey of matlab efficiency in damage detection in concrete gravity dams. IIUM Eng J 2019;20:29–48. https://doi.org/10.31436/iiumej.v20i1.970.
[13] Ouzendja D, Messaad M, Bourezane M, Latrache M, Berrabah AT. Three-dimensional seismic analysis of concrete gravity dams considering foundation flexibility. Mech Mech Eng 2021;25:88–98. https://doi.org/10.2478/mme-2021-0012.
[14] Meye SM, Li G, Shen Z, Zhang J, Emani GF, Setordjie VE. Dynamic Response and Failure Mechanism of Concrete Arch Dams under Extreme Loadings: A Solid Foundation for Real-World Actions to Reduce Dam Collapse Losses during Wartime or Terrorist Attacks. Water (Switzerland) 2022;14. https://doi.org/10.3390/w14101648.
[15] Shiyam Sundar KP, Shrimali MK, Bharti SD VA. Seismic response analysis of concrete gravity dam using response spectrum analysis and response history analysis. Singapore. Symp. Earthq. Eng. Singapore Springer Nat., n.d., p. 207–17.
[16] Zhang J, Li M, Han S. Seismic Analysis of Gravity Dam–Layered Foundation System Subjected to Earthquakes with Arbitrary Incident Angles. Int J Geomech 2022;22:1–15. https://doi.org/10.1061/(asce)gm.1943-5622.0002268.
[17] Sarkar A, Ghodke S, Bagchi A. Performance of 2D-spectral finite element method in dynamic analysis of concrete gravity dams. Structures 2024;59:105770. https://doi.org/10.1016/j.istruc.2023.105770.
[18] Rasa AY, Budak A, Düzgün OA. An efficient finite element model for dynamic analysis of gravity dam-reservoir-foundation interaction problems. Lat Am J Solids Struct 2022;19:1–21. https://doi.org/10.1590/1679-78257178.
[19] Rasa AY, Budak A DO. Concrete deterioration effects on the dynamic behaviour of gravity dam–reservoir interaction problems. J Vib Eng Technol 2024;12:259–78.
[20] Rasa AY, Budak A. Static and Dynamic Investigation of Structure-Foundation-Reservoir Problem Utilizing Finite Element Method 2021:1–6.
[21] Rasa AY, Budak A, Düzgün OA. Seismic Performance Evaluation of Concrete Gravity Dams Using an Efficient Finite Element Model. J Vib Eng Technol 2024;12:2595–614. https://doi.org/10.1007/s42417-023-01002-7.
[22] Rasa AY, Budak A, Düzgün OA. The influence of concrete degradation on seismic performance of gravity dams. Earthq Struct 2024;26:59–75. https://doi.org/10.12989/eas.2024.26.1.059.
[23] Rasa AY, Budak A DO. Concrete ageing effect on the dynamic response of machine foundations considering soil-structure interaction. J Vib Eng Technol 2024;12:3417–29.
[24] Hashempour SAR, Akbari R, Lotfi V. A Simplified Continuum Damage Model for Nonlinear Seismic Analysis of Concrete Arch Dams Using Different Damping Algorithms. Civ Eng Infrastructures J 2023;56:235–55. https://doi.org/10.22059/CEIJ.2023.342419.1837.
[25] Li Z yuan, Hu Z qiang, Lin G, Li J bo. A scaled boundary finite element method procedure for arch dam-water-foundation rock interaction in complex layered half-space. Comput Geotech 2022;141:104524. https://doi.org/10.1016/j.compgeo.2021.104524.
[26] Banerjee A, Paul DK, Dubey RN. Modelling Issues in the Seismic Analysis of Concrete Gravity Dams. Dam Eng 2014;XXIV:1–23.
[27] Burman A, Maity D, Sreedeep S, Gogoi I. Long-term influence of concrete degradation on dam-foundation interaction. Int J Comput Methods 2011;8:397–423. https://doi.org/10.1142/S0219876211002472.
[28] Elprince MR, Saellmah A, Rashed A, Zeidan B. International Conference on Advances in Structural and Geotechnical Engineering Seismic Behavior of Concrete Gravity Dams Including Dam- Reservoir-Foundation Interaction Seismic Behavior of Concrete Gravity Dams Including Dam-. Int Conf Adv Struct Geotech Eng 2015:6–9.
[29] Huang J, Zerva A. Earthquake performance assessment of concrete gravity dams subjected to spatially varying seismic ground motions. Struct Infrastruct Eng 2014;10:1011–26. https://doi.org/10.1080/15732479.2013.782323.
[30] Mohammadnezhad H, Ghaemian M, Noorzad A. Seismic analysis of dam-foundation-reservoir system including the effects of foundation mass and radiation damping. Earthq Eng Eng Vib 2019;18:203–18. https://doi.org/10.1007/s11803-019-0499-4.
[31] Ouzandja D, Tiliouine B. Effects of Dam–Foundation Contact Conditions on Seismic Performance of Concrete Gravity Dams. Arab J Sci Eng 2015;40:3047–56. https://doi.org/10.1007/s13369-015-1770-2.
[32] Sevim B. Geometrical dimensions effects on the seismic response of concrete gravity dams. Adv Concr Constr 2018;6:269–83. https://doi.org/10.12989/acc.2018.6.3.269.
[33] Sarkhel S, Padhi J DA. Seismic analysis of a concrete gravity dam using ABAQUS. Recent Dev. Sustain. infrastructure-Select Proc. ICRDSI 2019 Springer Singapore, 2021, p. 253–63.
[34] Tidke AR, Adhikary S, Noroozinejad Farsangi E. On the seismic performance evaluation of dam-foundation-reservoir system for the effect of frequency content and foundation flexibility. Ocean Eng 2022;247:110586. https://doi.org/10.1016/j.oceaneng.2022.110586.
[35] ANSYS. Ansys user’s manual. SAS IP Inc 2022.
[36] Khosravi S, Heydari M mehdi. Modelling of concrete gravity dam including dam-water-foundation rock interaction. World Appl Sci J 2013;22:538–46. https://doi.org/10.5829/idosi.wasj.2013.22.04.551.
[37] Punmia BC, Lal PBB. Jain AK JA. Irrigation and water power engineering. Laxmi Publications Ltd; 2009.
[38] Chopra AK. Theory and applications to earthquake engineering. Dyn Struct 1995.
[39] Rasa AY, Özyazıcıoğlu MH. Determination of the exact mode frequencies of multi-storey structures by state-space method and a comparison with mode superposition method. Chall J Struct Mech 2021;7:1. https://doi.org/10.20528/cjsmec.2021.01.001. | ||
|
آمار تعداد مشاهده مقاله: 166 تعداد دریافت فایل اصل مقاله: 5 |
||