Development of Finite Element Model for a Special Lead Extrusion Damper

Year 2021, Volume: 25 Issue: 5, 1159 - 1167, 30.10.2021

Ahmet Güllü Furkan Çalım Cihan Soydan Ercan Yüksel

https://doi.org/10.16984/saufenbilder.808517

Cited By: 1

Abstract

A significant amount of seismic energy is imparted to the structures during earthquakes. The energy spreads within the structure and transforms in various energy forms as dissipated through the structure. The conventional seismic design provides specific ductile regions, namely plastic hinges, on structural elements. Therefore, the energy dissipation capacities of the structural elements and the structure enhance. However, this approach accepts that the deformations will concentrate on the plastic hinge zones and severe damage may occur on structural elements within deformation limits that are defined by the seismic codes. Aim of modern seismic design is dissipating a large portion of the seismic input energy by installing energy dissipating devices (EDDs) to the structure. Thus, deformation concentrates on EDDs which can be replaced after an earthquake, and energy demand for structural elements is decreased. Lead extrusion damper (LED) is a passive EDD that utilizes the hysteretic behavior of lead. In this paper, the preliminary results of the developed finite element model (FEM) for a LED are presented. The results obtained from the finite element analysis (FEA) are compared with the experimental ones in which LEDs were exposed to sinusoidal displacements. Also, the applicability of the developed FEM is checked for different component dimensions given in the literature. The comparison study yielded a satisfactory consistency. Additionally, maximum relative difference obtained for the literature devices was reduced to 12% from 39% by the developed FEM.

Keywords

Lead extrusion damper, Passive energy dissipater, Seismic energy dissipation, Finite element analysis

References

• [1] M. G. Soto, and H. Adeli, “Semi-active vibration control of smart isolated highway bridge structures using replicator dynamics,” Engineering Structures, vol. 186, pp.536-552, 2019.
• [2] Y. Luo, X. Zhang, Y. Zhang, Y. Qu, M. Xu, K. Fu and L. Ye, “Active vibration control of a hoop truss structure with piezoelectric bending actuators based on fuzzy logic algorithm,” Smart Materials and Structures, vol. 27, no.8, 085030, 2018.
• [3] X. Liu, G. Cai, F. Peng and H. Zhang, “Dynamic model and active vibration control of a membrane antenna structure,” Journal of Vibration and Control, vol. 24, no. 18, pp. 4282-4296, 2017.
• [4] F. Karadoğan, E. Yüksel, A. Khajehdehi, H. Özkaynak, A. Güllü, and E. Şenol, “Cyclic behavior of reinforced concrete cladding panels connected with energy dissipative steel cushions,” Engineering Structures, vol. 189, pp. 423-439, 2019.
• [5] E. Yüksel, F. Karadoğan, H. Özkaynak, A. Khajehdehi, A. Güllü, E. Smyrou and İ. E. Bal, “Behavior of steel cushions subjected to combined actions,” Bulletin of Earthquake Engineering, vol. 16, no. 2, pp. 707-729, 2018.
• [6] H. Özkaynak, A. Khajehdehi, A. Güllü, F. Azizisales, E. Yüksel and F. Karadoğan, “Uni-axial behavior of energy dissipative steel cushions” Steel and Composite Structures, vol. 27, no. 6, pp. 661-674, 2018.
• [7] P. Saingam, F. Sütçü, Y. Terazawa, K. Fujishita, P. C. Lin, O. C. Çelik and T. Takeuchi, “Composite behavior in RC buildings retrofitted using buckling restrained braces with elastic steel frames,” Engineering Structures, vol. 219, 110896, 2020.
• [8] A. Xhahysa, S. Kahraman and S. C. Girgin, “Flexure based energy dissipating device in self-centering braces,” Latin American Journal of Solids and Structures, vol. 16, no. 8, e231, 2019.
• [9] T. T. Soong and B. F. Spencer, “Supplemental energy dissipation: state-of-the-art and state-of-the-practice,” Engineering Structures, vol. 24, pp. 243-249, 2002.
• [10] P. Deng, Z. Gan, T. Hayashikawa and T. Matsumoto, “Seismic response of highway viaducts equipped with lead-rubber bearings under low temperature,” Engineering Structures, vol. 209, 110008,2020.
• [11] G. Özdemir and H. P. Gülkan, “Scaling legitimacy for design of lead rubber bearing isolated structures using a bounding analysis,” Earthquake Spectra, vol. 32, no.1, pp. 345-366, 2016.
• [12] P. Shoaei, H. T. Orimi and S. M. Zahrai, “Seismic reliability-based design of inelastic base-isolated structures with lead-rubber bearing systems,” Soil Dynamics and Earthquake Engineering, vol. 115, pp. 589-605, 2018.
• [13] C. Soydan, A. Güllü, O. E. Hepbostancı, E. Yüksel, and E. İrtem, “Design of a Special Lead Extrusion Damper”, 15th World Conference on Earthquake Engineering, Lisboa, Portugal, September 24-28, 2012.
• [14] C. Soydan, E. Yüksel, and E. İrtem, “The Behavior of a Steel Connection Equipped with the Lead Extrusion Damper”, Advances in Structural Engineering, vol. 17, no. 1, pp. 25-40, 2014.
• [15] C. Soydan, E. Yüksel, and E. İrtem, “Determination of the characteristics of a specially designed lead extrusion damper”, 14th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, San Diego, USA September 9-11, 2015.
• [16] C. Soydan, “A new energy dissipating device and its application to pinned connections in precast structural systems”, Ph.D. thesis, Istanbul Technical University, Istanbul, Turkey, 2015.
• [17] C. Soydan, E. Yüksel, and E. İrtem, “Determination of the characteristics of a new prestressed lead extrusion damper”, 16th World Conference on Earthquake Engineering, Santiago, Chile, 2017.
• [18] C. Soydan, E. Yüksel, and E. İrtem, “Retrofitting of Pinned Beam–Column Connections in RC Precast Frames Using Lead Extrusion Dampers”. Bulletin of Earthquake Engineering, vol. 16, no. 3, pp. 1273–1292, 2017.
• [19] C. Soydan, E. Yüksel and E. İrtem, “Seismic performance improvement of single-storey precast reinforced concrete industrial buildings in use,” Soil Dynamics and Earthquake Engineering, vol. 135, 106167, 2020.
• [20] W. H: Robinson and L. R. Greenbank, “Properties of an extrusion energy absorber,” Bulletin of New Zealand Society of Earthquake Engineering, vol. 8, no. 3, pp. 187-191, 1975.
• [21] V. Vishnupriya, G. W. Rodgers, and J. G. Chase, “Finite element modelling of HF2V lead extrusion dampers for specific force capacities”, 2019 Pacific Conference on Earthquake Engineering, Auckland, New Zealand, April 4 6, 2019.
• [22] V. Vishnupriya, “Modelling force behaviour and contributions of metallic extrusion dampers for seismic energy dissipation”, Ph.D. thesis, University of Canterbury, Christchurch, New Zealand, 2019.
• [23] SIMULIA Abaqus/CAE (Version 2019) [Computer software]. Vélizy-Villacoublay: Dassault Systemes.