مطالعه عددی عملکرد لرزه‌ای میراگر فلزی تسلیم شونده شیاردار از جنس آلیاژهای حافظه‌دار شکلی

قادری, مسعود; اکبری بقال, امیر ابراهیم; افکار, امیر; پیربوداقی, سجاد

doi:10.22065/jsce.2023.344066.2826

مطالعه عددی عملکرد لرزه‌ای میراگر فلزی تسلیم شونده شیاردار از جنس آلیاژهای حافظه‌دار شکلی

نوع مقاله : علمی - پژوهشی

نویسندگان

¹ مربی، دانشکده مهندسی عمران، دانشگاه آزاد اسلامی گرمی، گرمی، ایران.

² استادیار، دانشکده عمران، دانشگاه آزاد اسلامی بستان‌آباد، بستان‌آباد، ایران.

³ استادیار، گروه پژوهشی مهندسی خودرو، پژوهشکده فناوری و مهندسی، پژوهشگاه استاندارد، کرج، ایران.

⁴ استادیار، دانشکده فنی و مهندسی خوی، دانشگاه صنعتی ارومیه، ارومیه، ایران،

10.22065/jsce.2023.344066.2826

چکیده

در تحقیق حاضر برای اولین بار رفتار مکانیکی میراگر فلزی تسلیم شونده شیاردار از جنس آلیاژهای حافظه‌دار شکلی بررسی شده است. عملکرد لرزه‌ای سیستم جدید ارائه شده، با استفاده از روش تحلیل استاتیکی غیرخطی بار افزون در نرم‌افزار آباکوس مطالعه شده است. رفتار سوپر الاستیک آلیاژهای حافظه‌دار شکلی، با استفاده از مدل رفتاری برینسون و با لحاظ کردن تبدیلات فازی و همچنین معیار شکست دراکر-پراگر توسط زیربرنامه UMAT به نرم‌افزار آباکوس اعمال شده است. پس از صحت‌سنجی مدل المان محدود با نتایج موجود در تحقیقات، تأثیر جنس و پارامترهای هندسی عرض و تعداد شیارهای میراگر بر روی سختی، جابجایی‌ و نیروی تسلیم، جابجایی و نیروی نهایی، شکل‌پذیری و قابلیت جذب انرژی میراگر مطالعه شده است. همچنین، قابلیت به‌کارگیری این نوع میراگر در قاب فولادی با استفاده از روش دینامیکی غیرخطی تاریخچه زمانی و با در نظر گرفتن هشت شتاب‌نگاشت مربوط به زلزله‌های حوزه دور و حوزه نزدیک گسل مورد ارزیابی قرار گرفته است. نتایج نشان می‌دهد که شکل‌پذیری میراگر جدید ارائه شده در حدود 56 بوده و از شکل‌پذیری بسیاری از میراگرهای متداول فلزی بیشتر می‌باشد. همچنین، میراگر مورد مطالعه از جذب انرژی بالایی برخوردار است و می‌تواند به راحتی جایگزین سایر میراگرهای فلزی جاری شونده از جمله ADAS و TADAS شود. علاوه بر این، مشاهده می‌شود که میزان شکل‌‌پذیری و جذب انرژی سیستم پیشنهادی نسبت به قاب مهاربندی شده با میراگر متناظر فولادی افزایش قابل ملاحظه‌ای یافته و می‌تواند در کاربردهای مهندسی مورد استفاده قرار گیرد.

کلیدواژه‌ها

موضوعات

کنترل فعال و غیر فعال سازه ها

عنوان مقاله [English]

Numerical study of the seismic performance of shape memory alloys yielding metal dampers

نویسندگان [English]

Masoud Ghaderi ¹
Amir Ebrahim Akbari Baghal ²
Amir Afkar ³
Sajad Pirboudaghi ⁴

¹ Instructor, faculty of Civil Engineering, Islamic Azad University Ghermi Branch, Ghermi, Iran.

² Instructor, faculty of Civil Engineering, Islamic Azad University Bostan Abad Branch, Bostan Abad , Iran.

³ Assistant professor, Faculty of Electrical, Mechanical and Construction Engineering, Department of Automotive Engineering, Standard Research Institute (SRI), Karaj , Iran

⁴ Engineering faculty of Khoy, Urmia university of technology, Urmia, Iran

چکیده [English]

With the development of new engineering materials, such as shape memory alloys, their use in civil engineering applications has increased greatly. Thus, in the present study, the mechanical behavior of yielding metal dampers made from shape memory alloys in steel frames is investigated numerically. For the purposes of evaluating the seismic performance of the proposed new system, a nonlinear static analysis has been conducted using the ABAQUS software. Using Brinson's behavioral model with considering the phase transformations, as well as the Drucker-Prager failure criteria, we were able to simulate the superelastic behavior of shaped memory alloy materials, both of which were implemented in ABAQUS with the UMAT subroutine. We have continued this investigation by studying the effect of geometric variables on the performance of the system as well as the stiffness, ductility, and energy absorption capacity of the different specimens. The damper that we propose is capable of providing high energy absorption and can be easily replaced by other flowing metal dampers such as TADAS and ADAS. The proposed system shows a significant improvement in terms of ductility and energy absorption as compared to the braced frame with a corresponding steel damper, which can be used in various engineering applications.

کلیدواژه‌ها [English]

Metal damper
Shape memory alloy
Finite element
Energy absorption Capability
Steel frame

مراجع

Hochrainer, M.J., Active Tuned Liquid Column Gas Damper in Structural Control, Dynamics of Civil Structures, Volume 2. 2015, Springer. p. 467-473.
Rezaee, M. and V. Arab Maleki, Passive Vibration Control of the Fluid Conveying Pipes using Dynamic Vibration Absorber. Amirkabir Journal of Mechanical Engineering, 2019. 51(3): p. 111-120.
Omidi, E. and N. Mahmoodi, Hybrid positive feedback control for active vibration attenuation of flexible structures.
Nasrabadi, M., V. Sevbitov, V.A. Maleki, N. Akbar, and I. Javanshir, Passive fluid-induced vibration control of viscoelastic cylinder using nonlinear energy sink. Marine Structures, 2022. 81: p. 103116.
Latour, M. and G. Rizzano, Design of X-shaped double split tee joints accounting for moment–shear interaction. Journal of Constructional Steel Research, 2015. 104: p. 115-126.
Mori, C., Sorace, and G. Terenzi, Seismic assessment and retrofit of two heritage-listed R/C elevated water storage tanks. Soil Dynamics and Earthquake Engineering, 2015. 77: p. 123-136.
Saeedi, F., Shabakhty, and S.R. Mousavi, Seismic assessment of steel frames with triangular-plate added damping and stiffness devices. Journal of Constructional Steel Research, 2016. 125: p. 15-25.
Zahrai, S.M., G. Khalili, and S.A. Mousavi, Seismic behavior of steel frames with lightweight-low strength industrialized infill walls. Earthquakes and Structures, 2015. 9(6): p. 1273-1290.
Zhu, Q. and X. A Novel Multilevel Energy Dissipative Device as an Alternative for Seismic Protection of Structures. in IABSE Symposium Report. 2015. International Association for Bridge and Structural Engineering.
Balendra, T., H. Yu, and F.L. Lee, An economical structural system for wind and earthquake loads. Engineering Structures, 2001. 23(5): p. 491-501.
Chan, R.W. and F. Albermani, Experimental study of steel slit damper for passive energy dissipation. Engineering Structures, 2008. 30(4): p. 1058-1066.
Zahrai, S.M., A. Mousavi, and M. Saatcioglu, Analytical study on seismic behavior of proposed hybrid tension‐only braced frames. The Structural Design of Tall and Special Buildings, 2017. 26(3): p. e1310.
Maleki, S. and S. Mahjoubi, Infilled-pipe damper. Journal of Constructional Steel Research, 2014. 98: p. 45-58.
Lee, C.-H., J. Kim, D.-H. Kim, J. Ryu, and Y.K. Ju, Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection. Engineering Structures, 2016. 114: p. 75-92.
Mohammadi, R.K., Nasri, and A. Ghaffary, TADAS dampers in very large deformations. International Journal of Steel Structures, 2017. 17(2): p. 515-524.
Downey, A., Theisen, H. Murphy, N. Anastasi, and S. Laflamme, Cam-based passive variable friction device for structural control. Engineering Structures, 2019. 188: p. 430-439.
Azandariani, M.G., G. Azandariani, and H. Abdolmaleki, Cyclic behavior of an energy dissipation system with steel dual-ring dampers (SDRDs). Journal of Constructional Steel Research, 2020. 172: p. 106145.
Guo, W., Ma, Y. Yu, D. Bu, and C. Zeng, Performance and optimum design of replaceable steel strips in an innovative metallic damper. Engineering Structures, 2020. 205: p. 110118.
Guo, W., Wang, Y. Yu, X. Chen, S. Li, W. Fang, C. Zeng, Y. Wang, and D. Bu, Experimental study of a steel damper with X-shaped welded pipe halves. Journal of Constructional Steel Research, 2020. 170: p. 106087.
Hoseinzadeh, M., R. Pilafkan, and V.A. Maleki, Size-dependent linear and nonlinear vibration of functionally graded CNT reinforced imperfect microplates submerged in fluid medium. Ocean Engineering, 2023. 268: p. 113257.
Pourreza, T., A. Alijani, V.A. Maleki, and A. Kazemi, The effect of magnetic field on buckling and nonlinear vibrations of Graphene nanosheets based on nonlocal elasticity theory. International Journal of Nano Dimension, 2022. 13(1): p. 54-70.
Zhou, Z., Davoudi, and B. Vaferi, Monitoring the effect of surface functionalization on the CO2 capture by graphene oxide/methyl diethanolamine nanofluids. Journal of Environmental Chemical Engineering, 2021. 9(5): p. 106202.
Fatholahi, M., Anvari, O.A. Akbari, F. Montazerifar, H. Ghaedamini, D. Toghraie, and S. Nouraei, Numerical investigation of mixed convection of nanofluid flow in oblique rectangular microchannels with nanofluid jet injection. The European Physical Journal Plus, 2021. 136(10): p. 1062.
Altas, E., Khosravi, H. Gokkaya, V.A. Maleki, Y. Akınay, O. Ozdemir, O. Bayraktar, and H. Kandas, Finite element simulation and experimental investigation on the effect of temperature on pseudoelastic behavior of perforated Ni–Ti shape memory alloy strips. Smart Materials and Structures, 2022. 31(2): p. 025031.
Maleki, V.A. and N. Mohammadi, Buckling analysis of cracked functionally graded material column with piezoelectric patches. Smart Materials and Structures, 2017. 26(3): p. 035031.
Maleki, F.K., K. Nasution, M.S. Gok, and V.A. Maleki, An experimental investigation on mechanical properties of Fe2O3 microparticles reinforced polypropylene. Journal of Materials Research and Technology, 2022. 16: p. 229-237.
Dolce, M. and D. Cardone, Mechanical behaviour of shape memory alloys for seismic applications 2. Austenite NiTi wires subjected to tension. International journal of mechanical sciences, 2001. 43(11): p. 2657-2677.
Seyedkazemi, A., esmaeili, s. eftekhar ardabili, and m. hoseinali beygi, The Effect of SMA Damper on Energy Dissipation and Eduction of Vibration Amplitude of Multi-Story Steel Frames. Analysis of Structure and Earthquake, 2017. 13(2): p. 11-23.
Mirtaheri, M., rajabi, h. mirzaeefard, and M. Nazerian, Study Of structural Behaviour And Residual Drift Of Concrete frames Reinforced With Shape Memory Alloy Rebar. Journal of Structural and Construction Engineering, 2019. 6(Issue 3): p. 121-136.
Pouraminian, M., V. Hashemi, A. Sadeghi, and S. Pourbakhshian, Probabilistic Assessment the Seismic Collapse Capacity of Buckling-Restrained Braced Frames Equipped with Shape Memory Alloys. Journal of Structural and Construction Engineering, 2021. 8(Special Issue 2): p. 129-149.
Hashemi, S.V., Pouraminian, A. Sadeghi, and S. Pourbakhshian, Seismic Performance of Buckling Restrained Braced Frames with Shape Memory Alloy Subjected to Mainshock-Aftershock Near-Fault Ground Motion. Modares Civil Engineering journal, 2021. 21(4): p. 35-50.
Mirzai, N.M., Mansouri, J. Tezcan, P.O. Awoyera, and J.W. Hu. Estimating optimum parameters of a new SMA damper under different earthquake ground motions. in Structures. 2021. Elsevier.
Gur, S., Roy, and P. Singh, Seismic performance assessment of adjacent building structures connected with superelastic shape memory alloy damper and comparison with yield damper. Structural Control and Health Monitoring, 2022. 29(5): p. e2926.
Chen, J., Wang, and C. Fang, Manufacturing, testing and simulation of novel SMA-based variable friction dampers with enhanced deformability. Journal of Building Engineering, 2022. 45: p. 103513.
Qiu, C., Liu, and X. Du, Cyclic behavior of SMA slip friction damper. Engineering Structures, 2022. 250: p. 113407.
Dizaji, F.S. A novel passive structural control device using high-performance NiTiHfPd material. in Active and Passive Smart Structures and Integrated Systems XVI. 2022. SPIE.
Chen, Z.-P., Zhu, H. Yu, and B. Wang, Development of novel SMA-based D-type self-centering eccentrically braced frames. Engineering Structures, 2022. 260: p. 114228.
Wang, B. and S. Zhu, Cyclic behavior of iron-based shape memory alloy bars for high-performance seismic devices. Engineering Structures, 2022. 252: p. 113588.
Billah, A.M., Rahman, and Q. Zhang. Shape memory alloys (SMAs) for resilient bridges: A state-of-the-art review. in Structures. 2022. Elsevier.
Arvind, R. and M.H. Santhi, A State of Art Review on Hybrid Passive Energy Dissipating Devices. Journal of Vibration Engineering & Technologies, 2022: p. 1-24.
Fang, C., SMAs for infrastructures in seismic zones: A critical review of latest trends and future needs. Journal of Building Engineering, 2022: p. 104918.
Nguyen, P.-C., -T. Tran, and T. Nghia-Nguyen, Nonlinear time-history earthquake analysis for steel frames. Heliyon, 2021. 7(8): p. e06832.
Mohebkhah, A. and M.G. Azandariani, Lateral-torsional buckling resistance of unstiffened slender-web plate girders under moment gradient. Thin-Walled Structures, 2016. 102: p. 215-221.
Kim, Y.-J., -H. Lee, J.-H. Kim, and J.H. Lim, Numerical modeling of shape memory alloy plates considering tension/compression asymmetry and its verification under pure bending. International Journal of Solids and Structures, 2018. 136: p. 77-88.
Han, Y.L., Q. Li, A.Q. Li, A. Leung, and P.H. Lin, Structural vibration control by shape memory alloy damper. Earthquake engineering & structural dynamics, 2003. 32(3): p. 483-494.
Ho, H.V., E. Choi, W.J. Kim, and J. Choi, Evaluating the Symmetric Behavior of Single Superelastic SMA Rings with Circular and Elliptic Shapes. International Journal of Steel Structures, 2022. 22(5): p. 1283-1305.
Rousta, A.M. and S.M. Zahrai, Parametric study of a proposed hybrid damping system: KE+ VLB in Chevron braced frames1. Acta Tech, 2018. 63: p. 1-16.
Maleki, S. and S. Mahjoubi, Dual-pipe damper. Journal of Constructional Steel Research, 2013. 85: p. 81-91.
Tsai, K.-C., -W. Chen, C.-P. Hong, and Y.-F. Su, Design of steel triangular plate energy absorbers for seismic-resistant construction. Earthquake spectra, 1993. 9(3): p. 505-528.
Maleki, S. and S. Bagheri, Pipe damper, Part I: Experimental and analytical study. Journal of Constructional Steel Research, 2010. 66(8-9): p. 1088-1095.
Li, Z., Albermani, R.W. Chan, and S. Kitipornchai, Pinching hysteretic response of yielding shear panel device. Engineering structures, 2011. 33(3): p. 993-1000.
Jalali, A. and A. Taghizadeh. Experimental study of the effects of using ultra-high strength reinforcing rebar and UHPFRC on cyclic behavior of reinforced concrete beams. in Structures. 2022. Elsevier.