All-metal enhanced members with extreme dissipation capacity for vibration suppression of grille structures

References

• M. Ghassempour, G. Failla, and F. Arena, Vibration mitigation in offshore wind turbines via tuned mass damper, Eng. Struct., vol. 183, pp. 610–636, 2019. DOI: 10.1016/j.engstruct.2018.12.092.
   Web of Science ®Google Scholar
• H. Zuo, K. Bi, and H. Hao, Using multiple tuned mass dampers to control offshore wind turbine vibrations under multiple hazards, Eng. Struct., vol. 141, pp. 303–315, 2017. DOI: 10.1016/j.engstruct.2017.03.006.
   Web of Science ®Google Scholar
• S. Gupta, N. Shabakhty, and P. van Gelder, Fatigue damage in randomly vibrating jack-up platforms under non-Gaussian loads, Appl. Ocean Res., vol. 28, no. 6, pp. 407–419, 2006. DOI: 10.1016/j.apor.2007.02.001.
   Web of Science ®Google Scholar
• Y.-T. Chen, and Y. H. Chai, Effects of brace stiffness on performance of structures with supplemental Maxwell model-based brace-damper systems, Earthquake Eng. Struct. Dyn., vol. 40, no. 1, pp. 75–92, 2011. DOI: 10.1002/eqe.1023.
   Web of Science ®Google Scholar
• J. Ou, X. Long, Q. S. Li, and Y. Q. Xiao, Vibration control of steel jacket offshore platform structures with damping isolation systems, Eng. Struct., vol. 29, no. 7, pp. 1525–1538, 2007. DOI: 10.1016/j.engstruct.2006.08.026.
   Web of Science ®Google Scholar
• D. H. Kim, Neuro-control of fixed offshore structures under earthquake, Eng. Struct., vol. 31, no. 2, pp. 517–522, 2009. DOI: 10.1016/j.engstruct.2008.10.002.
   Web of Science ®Google Scholar
• M. Vaezi, A. Pourzangbar, M. Fadavi, S. M. Mousavi, P. Sabbahfar, and M. Brocchini, Effects of stiffness and configuration of brace-viscous damper systems on the response mitigation of offshore jacket platforms, Appl. Ocean Res., vol. 107, pp. 102482, 2021. DOI: 10.1016/j.apor.2020.102482.
   Web of Science ®Google Scholar
• M. H. Enferadi, M. R. Ghasemi, and N. Shabakhty, Wave-induced vibration control of offshore jacket platforms through SMA dampers, Appl. Ocean Res., vol. 90, pp. 101848, 2019. DOI: 10.1016/j.apor.2019.06.005.
   Web of Science ®Google Scholar
• K. C. Patil, and R. S. Jangid, Passive control of offshore jacket platforms, Ocean Eng., vol. 32, no. 16, pp. 1933–1949, 2005. DOI: 10.1016/j.oceaneng.2005.01.002.
   Web of Science ®Google Scholar
• R. Kandasamy, F. Cui, N. Townsend, C.C Foo, J. Guo, A. Shenoi, and Y. Xiong, A review of vibration control methods for marine offshore structures, Ocean Eng., vol. 127, pp. 279–297, 2016. DOI: 10.1016/j.oceaneng.2016.10.001.
   Web of Science ®Google Scholar
• L. Dong, and R. Lakes, Advanced damper with high stiffness and high hysteresis damping based on negative structural stiffness, Int. J. Solids Struct., vol. 50, no. 14-15, pp. 2416–2423, 2013. DOI: 10.1016/j.ijsolstr.2013.03.018.
   Web of Science ®Google Scholar
• H. Kalathur, and R. S. Lakes, Column dampers with negative stiffness: High damping at small amplitude, Smart Mater. Struct., vol. 22, no. 8, pp. 084013, 2013. DOI: 10.1088/0964-1726/22/8/084013.
   Web of Science ®Google Scholar
• A. Guell Izard, R. Fabian Alfonso, G. McKnight, and L. Valdevit, Optimal design of a cellular material encompassing negative stiffness elements for unique combinations of stiffness and elastic hysteresis, Mater Des., vol. 135, pp. 37–50, 2017. DOI: 10.1016/j.matdes.2017.09.001.
   Web of Science ®Google Scholar
• S. Wang, X. Meng, S. Ji, H. Fang, Y. Liu, and L. Y. Duan, All-metal brace with hysteresis dissipation for impact protection of jacket platforms, Mar. Struct., vol. 66, pp. 1–15, 2019. DOI: 10.1016/j.marstruc.2019.02.009.
   Web of Science ®Google Scholar
• H. Fang, X. Meng, L. Duan, Y. Liu, and R. Wu, Enhanced dissipation of a jacket platform provided by a steel brace containing a multistable bilayered column, Ocean Eng., vol. 203, pp. 107244, 2020. DOI: 10.1016/j.oceaneng.2020.107244.
   Web of Science ®Google Scholar
• Hui Fang, H. Zhu, A. Li, H. Liu, S. Luo, Y. Liu, Y. Liu, and H. Li, A multiscale material-structure-hydroelasticity coupled analytical model for floating sandwich structures with hierarchical cores, Mar. Struct., vol. 79, pp. 103055, 2021. DOI: 10.1016/j.marstruc.2021.103055.
   Web of Science ®Google Scholar
• Z. Zhang, J. Tian, and Z. D. Xu, Bistable inclined beam connected in series for quasi-zero stiffness, Mech. Adv. Mater. Struct., vol. 0, pp. 1–14, 2022. DOI: 10.1080/15376494.2022.2029985.
   Google Scholar
• M. Corsi, S. Bagassi, M. C. Moruzzi, and F. Weigand, Additively manufactured negative stiffness structures for shock absorber applications, Mech. Adv. Mater. Struct., vol. 29, no. 7, pp. 999–1010, 2022. DOI: 10.1080/15376494.2020.1801917.
   Web of Science ®Google Scholar
• G. Palomba, G. Epasto, and V. Crupi, Lightweight sandwich structures for marine applications: a review, Mech. Adv. Mater. Struct., vol. 0, pp. 1–26, 2021. DOI: 10.1080/15376494.2021.1941448.
   Google Scholar
• S. Shan, S.H. Kang, J.R. Raney, P. Wang, L. Fang, F. Candido, J.A. Lewis, and K. Bertoldi, Multistable architected materials for trapping elastic strain energy, Adv. Mater., vol. 27, no. 29, pp. 4296–4301, 2015. DOI: 10.1002/adma.201501708.
   PubMed Web of Science ®Google Scholar
• D. Restrepo, N. D. Mankame, and P. D. Zavattieri, Phase transforming cellular materials, Extrem. Mech. Lett., vol. 4, pp. 52–60, 2015. DOI: 10.1016/j.eml.2015.08.001.
   Google Scholar
• T. Frenzel, C. Findeisen, M. Kadic, P. Gumbsch, and M. Wegener, Tailored buckling microlattices as reusable light-weight shock absorbers, Adv. Mater., vol. 28, no. 28, pp. 5865–5870, 2016. DOI: 10.1002/adma.201600610.
   PubMed Web of Science ®Google Scholar
• S. Ji, Z. Wang, Y. Wei, and C. Wang, Energy dissipation of mechanical metamaterials composed of multilayer buckling elements, Mech. Adv. Mater. Struct., vol. 0, pp. 1–11, 2022. DOI: 10.1080/15376494.2022.2111734.
   Google Scholar
• L. Dong, and R. S. Lakes, Advanced damper with negative structural stiffness elements, Smart Mater. Struct., vol. 21, no. 7, pp. 075026, 2012. DOI: 10.1088/0964-1726/21/7/075026.
   Web of Science ®Google Scholar
• X. Liu, X. Huang, and H. Hua, On the characteristics of a quasi-zero stiffness isolator using Euler buckled beam as negative stiffness corrector, J. Sound Vib., vol. 332, no. 14, pp. 3359–3376, 2013. DOI: 10.1016/j.jsv.2012.10.037.
   Web of Science ®Google Scholar
• B. A. Fulcher, D. W. Shahan, M. R. Haberman, C. C. Seepersad, and P. S. Wilson, Analytical and experimental investigation of buckled beams as negative stiffness elements for passive vibration and shock isolation systems, J. Vib. Acoust. Trans. ASME., vol. 136, no. 3, pp. 1–12, 2014. DOI: 10.1115/1.4026888.
   Web of Science ®Google Scholar
• S. Ji, C. Wang, X. Meng, and Y. Wei, An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms, Eng. Struct., vol. 277, pp. 115421, 2023. DOI: 10.1016/j.engstruct.2022.115421.
   Web of Science ®Google Scholar
• C. Findeisen, J. Hohe, M. Kadic, and P. Gumbsch, Characteristics of mechanical metamaterials based on buckling elements, J. Mech. Phys. Solids., vol. 102, pp. 151–164, 2017. DOI: 10.1016/j.jmps.2017.02.011.
   Web of Science ®Google Scholar
• Barbarino S, Pontecorvo ME, Gandhi FS. Energy dissipation of a bi-stable von-Mises truss under impulsive excitation. 54th AIAA/ASME/ASCE/AHS/ASC Struct Struct Dyn Mater Conf 2013: pp. 1–11. https://doi.org/10.2514/6.2013-1794.
   Google Scholar
• Y. Cao, M. Derakhshani, Y. Fang, G. Huang, and C. Cao, Bistable structures for advanced functional systems, Adv. Funct. Mater., vol. 31, no. 45, pp. 2106231–2106223, 2021. DOI: 10.1002/adfm.202106231.
   Web of Science ®Google Scholar
• Nayfeh, Ali H.; Pai, P. Frank Linear and nonlinear structural mechanics. Wiley Series in Nonlinear Science. Wiley-Interscience [John Wiley & Sons], Hoboken, NJ, 2004. xviii+746. pp. 99-120. ISBN: 0-471-59356-7. https://mathscinet.ams.org/mathscinet-getitem?mr=2191296.
   Google Scholar
• D. Li, H. Fang, and L. Duan, High structural damping based on the internal snap-buckling mechanism of a continuous metal module, Mech. Res. Commun., vol. 105, pp. 103514, 2020. DOI: 10.1016/j.mechrescom.2020.103514.
   Web of Science ®Google Scholar
• Kidambi N, Harne RL, Wang KW. Adaptation of Energy Dissipation in a Mechanical Metastable Module Excited Near Resonance. J Vib Acoust Trans ASME 2016, vol. 138, pp. 1–9. https://doi.org/10.1115/1.4031411.
   Google Scholar
• F. Romeo, L. I. Manevitch, L. A. Bergman, and A. Vakakis, Transient and chaotic low-energy transfers in a system with bistable nonlinearity, Chaos., vol. 25, no. 5, pp. 053109, 2015. DOI: 10.1063/1.4921193.
   PubMed Web of Science ®Google Scholar
• B. Boon, and C. Kim, ISSC2012 – Committee III. 1 Ultimate Strength, 2012.
   Google Scholar
• Z.H. Ni, Vibration Mechanics, Xi’an Jiaotong University Press, pp. 61–65, 121–123, 1989. https://xueshu.baidu.com/usercenter/paper/show?paperid=68273bd16e24938b5d402a4fa3ef50a9&site=xueshu_se
   Google Scholar
• J. R. Dormand, and P. J. Prince, A reconsideration of some embedded Runge-Kutta formulae, J. Comput. Appl. Math., vol. 15, no. 2, pp. 203–211, 1986. DOI: 10.1016/0377-0427(86)90027-0.
   Web of Science ®Google Scholar
• S. Ji, S. Wang, and H. Fang, High stiffness and high hysteresis damping of metal column array in mutli-stable potentials, Sci. Sin.-Tech., vol. 49, no. 1, pp. 97–108, 2019. DOI: 10.1360/N092017-00322.
   Google Scholar
• Abaqus 6.14. user’s manual, 2014.
   Google Scholar