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Evaluation of Steel Frame Equipped with the Replaceable Shear Link Made of Shape Memory Alloy under the Impact Load | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 5، دوره 12، شماره 4 - شماره پیاپی 36، بهمن 2024، صفحه 66-85 اصل مقاله (1.82 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2023.29623.1806 | ||
| نویسندگان | ||
| Reza Kamgar* 1؛ Seyed Ali Mahmoudy2؛ Roham Zakavi3 | ||
| 1Associate Professor, Civil Engineering Department, Faculty of Engineering, Shahrekord University, Shahrekord, Iran | ||
| 2M.Sc Graduated, Department of Civil Engineering, University of Isfahan, Isfahan, Iran | ||
| 3M.Sc Graduated, Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran | ||
| تاریخ دریافت: 16 بهمن 1401، تاریخ بازنگری: 07 مهر 1402، تاریخ پذیرش: 10 دی 1402 | ||
| چکیده | ||
| Despite their low stiffness, moment frames (MFs) are considered conventional lateral strength systems for low- and moderate-rise structures due to their ability to absorb energy and provide suitable ductility, along with architectural considerations. In return, a framed tube system with deep beams and short spans suits the high-rise structures. Due to the differences between the span length-to-depth ratios of the beams in this structural system, the regulations for MFs cannot apply to them. Moreover, a low value for the length-to-height ratio of the beams prevents the proper formation of flexural plastic joints proposed by the regulations. Therefore, a frame with a single story and span has been proposed here consisting of a replaceable shear link made of shape memory alloy (SMA) to study the responses of the structure under the explosive loads (i.e., lateral loading) that can occur due to terrorist attacks, industrialization, or mining actions. Therefore, this study investigates the behavior of different systems under the three types of impact loads, including SMA or steel shear links. The results show that in the frame equipped with a shear link made of an SMA, the base shear is less than that of ordinary steel (the maximum base shear reduction is about 27% for type 2 blast load). This leads to a reduction in the cost of foundation construction. Also, the maximum displacement in the frame equipped with the shear link made of ordinary steel is less than the corresponding value in the frame equipped with a shear link made of an SMA (the maximum displacement reduction is about 43% for type 1 blast load), while the residual displacement of both frames is the same and equal to zero. It was concluded that the free vibration does not significantly affect the maximum responses of the mentioned structures under the impact load. | ||
تازه های تحقیق | ||
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| کلیدواژهها | ||
| Impact load؛ Shear link؛ Framed tube؛ Shape memory alloy؛ Nonlinear dynamic analysis | ||
| مراجع | ||
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[1] Reza Kamgar, Noorollah Majidi, Heisam Heidarzadeh. Optimum layout of mega buckling-restrained braces to optimize the behavior of tall buildings subjected to blast load (In Persian). Sci J Adv Def Sci Technol 2020;2:211–30.
[2] Peimani Foroshani S, Hosseini SA. SDOF system solution of the two-way RC slab subjected to blast loading (In Persian). J Adv Def Sci Technol 2021;12:185–96.
[3] Soorani SR, Khosravi F, Sharifi S. Investigation of reinforced soil nail wall behavior against surface blast (In Persian). J Adv Def Sci Technol 2020;10:433–41.
[4] Ngo T, Mendis P, Gupta A, Ramsay J. Blast loading and blast effects on structures - An overview. Electron J Struct Eng 2007;7:76–91. https://doi.org/10.56748/ejse.671.
[5] Magnussa NM, Morrill K. Fast running model for the residual capacity of steel columns damaged by blast & fragment loads. Proc. 79th Shock Vib. Sym., 2008.
[6] Baker JF, Williams EL, Lax D. The Design of Framed Buildings against High-Explosive Bombs. Civ. Eng. War, 1948, p. 3: 80-112. https://doi.org/10.1680/ciwv3.45170.0006.
[7] Luccioni BM, Luege M. Concrete pavement slab under blast loads. Int J Impact Eng 2006;32:1248–66. https://doi.org/10.1016/j.ijimpeng.2004.09.005.
[8] Shi Y, Hao H, Li ZX. Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads. Int J Impact Eng 2008;35:1213–27. https://doi.org/10.1016/j.ijimpeng.2007.09.001.
[9] Hao H, Wu C, Li Z, Abdullah AK. Numerical analysis of structural progressive collapse to blast loads. Trans. Tianjin Univ., vol. 12, Tianjin, China: Tianjin University; 2006, p. 31–4.
[10] Core RB. Effect of blast load in nonlinear dynamic response of the buckling restrained braces core (In Persian). Sci J Passiv Def Sci Technol 2018;9:107–18.
[11] Tavakoli R, Kamgar R, Rahgozar R. The Best Location of Belt Truss System in Tall Buildings Using Multiple Criteria Subjected to Blast Loading. Civ Eng J 2018;4:1338. https://doi.org/10.28991/cej-0309177.
[12] Mohammad Boheiraee, Mehrnoosh Biglari IA. Numerical assessment of explicit dynamic analysis of structures in severe loading (Case study of three concrete slabs). Bull Earthq Sci Eng 2015;2:13–23.
[13] Amini M, Shojaee S, Rostami S. Inelastic dynamic analysis of structures under blast loads using generalized B-spline method. Asian J Civ Eng 2015;16:183–202.
[14] Khaledy N, Habibi A, Memarzadeh P. A comparison between different techniques for optimum design of steel frames subjected to blast. Lat Am J Solids Struct 2018;15. https://doi.org/10.1590/1679-78254952.
[15] Khaledy N, Habibi AR, Memarzadeh P. Minimum weight and drift design of steel moment frames subjected to blast. Int Joiurnal Optim Civ Eng 2019;9:39–63.
[16] Heydari mal-amiri R, Tavakoli D. Comparison of the behavior of FRP rebar with steel rebar in reinforced concrete columns under impact loading. Civ Infrastruct Res 2021;7:77–91. https://doi.org/10.22091/cer.2021.7062.1260.
[17] Kamgar R, Alipour R, Rostami S. The effect of blast positive impact duration on the maximum responses of a nonlinear dynamic system. Int J Optim Civ Eng 2022;12.
[18] Li M, Zong Z, Hao H, Zhang X, Lin J, Xie G. Experimental and numerical study on the behaviour of CFDST columns subjected to close-in blast loading. Eng Struct 2019;185:203–20. https://doi.org/10.1016/j.engstruct.2019.01.116.
[19] Alavi A, Mele E, Rahgozar R, Noroozinejad Farsangi E, Takewaki I, Málaga-Chuquitaype C. Uniform deformation design of outrigger braced skyscrapers: A simplified method for the preliminary design stage. Structures 2021;31:395–405. https://doi.org/10.1016/j.istruc.2021.01.099.
[20] Amini M, Akbarpour A, Haji Kazemi H, Adibramezani MR. An innovative approach for evaluating mode shapes and natural frequencies of tubular frame and damped outriggers. Innov Infrastruct Solut 2022;7:33. https://doi.org/10.1007/s41062-021-00634-6.
[21] Alavi A, Rahgozar R. A simple mathematical method for optimal preliminary design of tall buildings with peak lateral deflection constraint. Int J Civ Eng 2019;17:999–1006. https://doi.org/10.1007/s40999-018-0349-1.
[22] Davari SM, Malekinejad M, Rahgozar R. Static analysis of tall buildings based on Timoshenko beam theory. Int J Adv Struct Eng 2019;11:455–61. https://doi.org/10.1007/s40091-019-00245-7.
[23] Hasrat HA. Comparative study of various high rise building lateral load resisting systems for seismic load & wind load: A review. Int Res J Eng Technol 2021:291–7.
[24] Sarcheshmehpour M, Estekanchi HE. Life cycle cost optimization of earthquake-resistant steel framed tube tall buildings. Structures 2021;30:585–601. https://doi.org/10.1016/j.istruc.2021.01.038.
[25] Pachideh G, Gholhaki M, Nouri Y. An investigation into the impact of fire on lateral stability and strength of thin steel plate shear walls. Amirkabir J Civ Eng 2020;52:859–72. https://doi.org/10.22060/ceej.2018.15003.5809.
[26] Al-Saadi NTK, Mohammed A, Al-Mahaidi R, Sanjayan J. A state-of-the-art review: Near-surface mounted FRP composites for reinforced concrete structures. Constr Build Mater 2019;209:748–69. https://doi.org/10.1016/j.conbuildmat.2019.03.121.
[27] Sanginabadi K, Yazdani A, Mostofinejad D, Czaderski C. RC members externally strengthened with FRP composites by grooving methods including EBROG and EBRIG: A state-of-the-art review. Constr Build Mater 2022;324:126662. https://doi.org/10.1016/j.conbuildmat.2022.126662.
[28] Wang C, Fan J sheng, Xu L yan, Nie X. Cyclic hardening and softening behavior of the low yield point steel: Implementation and validation. Eng Struct 2020;210:110220. https://doi.org/10.1016/j.engstruct.2020.110220.
[29] Wang M, Fahnestock LA, Qian F, Yang W. Experimental cyclic behavior and constitutive modeling of low yield point steels. Constr Build Mater 2017;131:696–712. https://doi.org/10.1016/j.conbuildmat.2016.11.035.
[30] Wang M, Zhang C, Sun Y, Dong K. Seismic performance of steel frame with replaceable low yield point steel connection components and the effect of structural fuses. J Build Eng 2022;47:103862. https://doi.org/10.1016/j.jobe.2021.103862.
[31] Parvin A, Raad J. Internal and external reinforcement of concrete members by use of shape memory alloy and fiber reinforced polymers under cyclic loading-A review. Polymers (Basel) 2018;10. https://doi.org/10.3390/polym10040376.
[32] Raza S, Shafei B, Saiid Saiidi M, Motavalli M, Shahverdi M. Shape memory alloy reinforcement for strengthening and self-centering of concrete structures—State of the art. Constr Build Mater 2022;324:126628. https://doi.org/10.1016/j.conbuildmat.2022.126628.
[33] Sultana P, Youssef MA. Seismic performance of modular steel frames equipped with shape memory alloy braces. Bull Earthq Eng 2018;16:5503–27. https://doi.org/10.1007/s10518-018-0394-9.
[34] Askariani SS, Garivani S, Hajirasouliha I, Soleimanian N. Innovative self-centering systems using shape memory alloy bolts and energy dissipating devices. J Constr Steel Res 2022;190:107127. https://doi.org/10.1016/j.jcsr.2021.107127.
[35] Chen ZP, Zhu S, Yu H, Wang B. Development of novel SMA-based D-type self-centering eccentrically braced frames. Eng Struct 2022;260:114228. https://doi.org/10.1016/j.engstruct.2022.114228.
[36] Wang B, Nishiyama M, Zhu S, Tani M, Jiang H. Development of novel self-centering steel coupling beams without beam elongation for earthquake resilience. Eng Struct 2021;232:111827. https://doi.org/10.1016/j.engstruct.2020.111827.
[37] Xu X, Tu J, Cheng G, Zheng J, Luo Y. Experimental study on self-centering link beams using post-tensioned steel-SMA composite tendons. J Constr Steel Res 2019;155:121–8. https://doi.org/10.1016/j.jcsr.2018.12.026.
[38] Liu W, Sun G, Chen L, Kong J. Experimental investigation into NiTi shape memory alloy panels under cyclic shear loading. Eng Struct 2021;245:112958. https://doi.org/10.1016/j.engstruct.2021.112958.
[39] Khosravikhor A, Gholhaki M, Rezaifar O, Pachideh G. Effect of Ni-Ti shape memory alloy on ductility and response modification factor of SPSW systems. Steel Compos Struct 2023;48:353–65. https://doi.org/10.12989/scs.2023.48.3.353.
[40] Weli SS, Gergely VL. Behaviour of smart steel column‐beam connection under blast loading. Ce/Papers 2021;4:857–65. https://doi.org/10.1002/cepa.1371.
[41] Weli SS, Vigh LG. Blast performance evaluation of steel moment-resisting frame equipped with smart bolted connection. J Perform Constr Facil 2021;35:4021050. https://doi.org/10.1061/(asce)cf.1943-5509.0001629.
[42] Weli SS, Vigh LG. Blast performance of steel frames equipped with NiTi SMA bolts: design procedure and numerical evaluation. J Struct Eng 2022;148:4022029. https://doi.org/10.1061/(asce)st.1943-541x.0003314.
[43] Weli SS, Vigh LG. Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts. Eng Struct 2023;286:116137. https://doi.org/10.1016/j.engstruct.2023.116137.
[44] ABAQUS. Abaqus 6.11. Dassault Systemes Simulia Corporation, Providence, RI 2011.
[45] Cheng Q, Lian M, Su M, Zhang H. Experimental and finite element study of high-strength steel framed-tube structures with replaceable shear links under cyclic loading. Structures 2021;29:48–64. https://doi.org/10.1016/j.istruc.2020.11.006.
[46] Chaboche JL. Time-independent constitutive theories for cyclic plasticity. Int J Plast 1986;2:149–88. https://doi.org/10.1016/0749-6419(86)90010-0.
[47] Chaboche JL. Constitutive equations for cyclic plasticity and cyclic viscoplasticity. Int J Plast 1989;5:247–302. https://doi.org/10.1016/0749-6419(89)90015-6.
[48] JGJ82-2011. Technical specification for high strength bolt connections of steel structures. Minist Hous Urban-Rural Dev People’s Repub China 2011.
[49] Nehdi ML, Ali MAEM. Experimental and numerical study of engineered cementitious composite with strain recovery under impact loading. Appl Sci 2019;9. https://doi.org/10.3390/app9050994.
[50] Gupta S, Stoddart E, Morrison A. Blast resilience enhancement of cable-supported façade utilizing super-elastic shape memory alloy. J Facade Des Eng 2021;9:1–20. https://doi.org/10.7480/jfde.2021.2.5331.
[51] Sabuwala T, Linzell D, Krauthammer T. Finite element analysis of steel beam to column connections subjected to blast loads. Int J Impact Eng 2005;31:861–76. https://doi.org/10.1016/j.ijimpeng.2004.04.013.
[52] Balden VH, Nurick GN. Numerical simulation of the post-failure motion of steel plates subjected to blast loading. Int J Impact Eng 2005;32:14–34. https://doi.org/10.1016/j.ijimpeng.2005.07.013.
[53] Kamgar R, Heidarzadeh H, Babadaei Samani MR. Evaluation of buckling load and dynamic performance of steel shear wall retrofitted with strips made of shape memory alloy. Sci Iran 2021;28:1096–108. https://doi.org/10.24200/sci.2020.52994.2991.
[54] DesRoches R, McCormick J, Delemont M. Cyclic properties of superelastic shape memory alloy wires and bars. J Struct Eng 2004;130:38–46. https://doi.org/10.1061/(asce)0733-9445(2004)130:1(38). | ||
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