<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.3 20210610//EN" "JATS-journalpublishing1-3.dtd">
<article article-type="research-article" dtd-version="1.3" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xml:lang="ru"><front><journal-meta><journal-id journal-id-type="publisher-id">mgssuvest</journal-id><journal-title-group><journal-title xml:lang="ru">Вестник МГСУ</journal-title><trans-title-group xml:lang="en"><trans-title>Vestnik MGSU</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">1997-0935</issn><issn pub-type="epub">2304-6600</issn><publisher><publisher-name>Moscow State University of Civil Engineering (National Research University) (MGSU)</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.22227/1997-0935.2023.12.1901-1914</article-id><article-id custom-type="elpub" pub-id-type="custom">mgssuvest-130</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>Проектирование и конструирование строительных систем. Строительная механика. Основания и фундаменты, подземные сооружения</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>Construction system design and layout planning. Construction mechanics. Bases and foundations, underground structures</subject></subj-group></article-categories><title-group><article-title>Пассивное гашение изгибных колебаний балки вблизи ее резонансных частот с использованием пьезоэффекта</article-title><trans-title-group xml:lang="en"><trans-title>Passive damping of bending vibrations of a beam near its resonance frequencies using piezoeffect</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Сидоров</surname><given-names>В. Н.</given-names></name><name name-style="western" xml:lang="en"><surname>Sidorov</surname><given-names>V. N.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Владимир Николаевич Сидоров — доктор технических наук, профессор, заведующий кафедрой информатики и прикладной математики</p><p>129337, г. Москва, Ярославское шоссе, д. 26</p><p>РИНЦ ID: 691222, Scopus: 39161892000, ResearcherID: C-3057-2018</p></bio><bio xml:lang="en"><p>Vladimir N. Sidorov — Doctor of Technical Sciences, Professor, Head of Department, Department of the Department of Informatics and Applied Mathematics</p><p>26 Yaroslavskoe shosse, Moscow, 129337</p><p>ID RSCI: 691222, Scopus: 39161892000, ResearcherID: C-3057-2018</p></bio><email xlink:type="simple">SidorovVN@mgsu.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0009-0009-3409-378X</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Рогачева</surname><given-names>Н. Н.</given-names></name><name name-style="western" xml:lang="en"><surname>Rogacheva</surname><given-names>N. N.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Нэлля Николаевна Рогачева — доктор физико-математических наук, доцент кафедры информатики и прикладной математики</p><p>129337, г. Москва, Ярославское шоссе, д. 26</p><p>РИНЦ ID: 17172</p></bio><bio xml:lang="en"><p>Nelly N. Rogacheva — Doctor of Physical and Mathematical Sciences, Associate Professor of the Department of Informatics and Applied Mathematics</p><p>26 Yaroslavskoe shosse, Moscow, 129337</p><p>ID RSCI: 17172</p></bio><email xlink:type="simple">RogachevaNN@mgsu.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0001-8121-8535</contrib-id><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Жеглова</surname><given-names>Ю. Г.</given-names></name><name name-style="western" xml:lang="en"><surname>Zheglova</surname><given-names>Yu. G.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Юлия Германовна Жеглова — кандидат технических наук, доцент кафедры информационных систем, технологий и автоматизации в строительстве</p><p>129337, г. Москва, Ярославское шоссе, д. 26</p><p>РИНЦ ID: 940377, Scopus: 57202228987, ResearcherID: AAC-8875-2022</p></bio><bio xml:lang="en"><p>Yulia G. Zheglova — Candidate of Technical Sciences, Associate Professor of the Department of Information Systems, Technologies and Automation in Construction</p><p>26 Yaroslavskoe shosse, Moscow, 129337</p><p>ID RSCI: 940377, Scopus: 57202228987, ResearcherID: AAC-8875-2022</p></bio><email xlink:type="simple">JeglovaYUG@mgsu.ru</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ)</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Moscow State University of Civil Engineering (National Research University) (MGSU)</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2023</year></pub-date><pub-date pub-type="epub"><day>22</day><month>12</month><year>2023</year></pub-date><volume>18</volume><issue>12</issue><fpage>1901</fpage><lpage>1914</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Сидоров В.Н., Рогачева Н.Н., Жеглова Ю.Г., 2023</copyright-statement><copyright-year>2023</copyright-year><copyright-holder xml:lang="ru">Сидоров В.Н., Рогачева Н.Н., Жеглова Ю.Г.</copyright-holder><copyright-holder xml:lang="en">Sidorov V.N., Rogacheva N.N., Zheglova Y.G.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://www.vestnikmgsu.ru/jour/article/view/130">https://www.vestnikmgsu.ru/jour/article/view/130</self-uri><abstract><sec><title>Введение</title><p>Введение. Предложен принципиально новый способ пассивного гашения колебаний конструкции в окрестности ее резонансных частот. Способ основан на использовании пьезоэффекта. С этой целью к конструкции добавлены пьезоэлектрические элементы, которые служат преобразователями энергии (механической энергии в электрическую энергию и наоборот).</p></sec><sec><title>Материалы и методы</title><p>Материалы и методы. Пьезоэлектрические элементы представляют собой предварительно поляризованную пьезокерамику с электродами. Для пассивного гашения вибраций используются два различных вида электрических условий на электродах: электроды короткозамкнуты и электроды разомкнуты. Изменяя электрические условия на электродах, изменяется краевая задача. Спектр собственных частот краевой задачи для конструкции с короткозамкнутыми электродами отличается от спектра собственных частот краевой задачи для той же конструкции с разомкнутыми электродами. Идея метода заключается в следующем: пусть частота колебаний конструкции с короткозамкнутыми электродами приближается к ее резонансной частоте. Разомкнем электроды, тем самым изменим спектр собственных частот конструкции. Частота колебаний, которая является резонансной частотой для конструкции с короткозамкнутыми электродами, для конструкции с разомкнутыми электродами не будет резонансной. В результате изменения электрических условий амплитуды искомых величин (прогиба, изгибающего момента, перерезывающего усилия и т.д.) существенно уменьшатся. С целью оценки эффективности пассивного гашения вибрации предложена простая формула.</p></sec><sec><title>Результаты</title><p>Результаты. Для балки, совершающей вынужденные изгибные колебания в окрестности ее резонансной частоты, по предложенному способу пассивного гашения вибраций выполнены расчеты, получены таблицы эффективности гашения вибрации в окрестности резонансных частот и построены графики. Исследована возможность повышения эффективности гашения колебаний за счет выбора направления предварительной поляризации пьезоэлектрического материала, расположения электродов и их количества.</p></sec><sec><title>Выводы</title><p>Выводы. Результаты исследований пассивного гашения колебаний вблизи резонансных частот с помощью пьезоэффекта подтвердили простоту и надежность предлагаемого метода.</p></sec></abstract><trans-abstract xml:lang="en"><sec><title>Introduction</title><p>Introduction. The paper describes a fundamentally new method of passive damping of vibrations of a structure in the vicinity of its resonant frequencies. The method is based on the use of piezoeffect. For this purpose, piezoelectric elements are added to the structure, which serve as energy converters (mechanical energy into electrical energy and vice versa).</p></sec><sec><title>Materials and methods</title><p>Materials and methods. Piezoelectric elements are polarized piezoceramics with electrodes. Two different types of electrical conditions on the electrodes are used for passive vibration damping: a) the electrodes are short-circuited and b) disconnected electrodes. By changing the electrical conditions on the electrodes, we change the boundary value problem. The spectrum of natural frequencies of the boundary value problem for a structure with short-circuited electrodes differs from the spectrum of natural frequencies of the boundary value problem for the same structure with disconnected electrodes. The idea of the method is as follows: let the vibration frequency of the structure with short-circuited electrodes approach its resonant frequency. Let us disconnect the electrodes, thereby changing the spectrum of natural frequencies of the structure. The vibration frequency, which is the resonant frequency for the structure with short-circuited electrodes, will not be resonant for the structure with disconnected electrodes. As a result of changes in electrical conditions, the amplitudes of the required quantities (deflection, bending moment, shearing force, etc.) will decrease significantly. To evaluate the effectiveness of passive vibration damping, a simple formula is proposed.</p></sec><sec><title>Results</title><p>Results. For a beam undergoing forced bending vibrations in the vicinity of its resonant frequency, calculations were performed using the proposed method of passive vibration damping, tables of vibration damping efficiency in the vicinity of resonant frequencies were obtained, and graphs are plotted. The possibility of increasing the efficiency of vibration damping by choosing the direction of pre-polarization of the piezoelectric material, the location of the electrodes and their number was investigated.</p></sec><sec><title>Conclusions</title><p>Conclusions. The results of studies of passive vibration damping near resonant frequencies using the piezoeeffect confirmed the simplicity and reliability of the proposed method.</p></sec></trans-abstract><kwd-group xml:lang="ru"><kwd>пассивное гашение вибраций</kwd><kwd>пьезоэффект</kwd><kwd>спектр собственных частот</kwd><kwd>поляризованная пьезокерамика</kwd></kwd-group><kwd-group xml:lang="en"><kwd>passive vibration damping</kwd><kwd>piezoeffect</kwd><kwd>spectrum of natural frequencies</kwd><kwd>polarized piezoceramics</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Preumont A. Vibration control of active structures. John Wiley &amp; Sons, 2008. 295 p.</mixed-citation><mixed-citation xml:lang="en">Preumont A. Vibration control of active structures. John Wiley &amp; Sons, 2008; 295.</mixed-citation></citation-alternatives></ref><ref id="cit2"><label>2</label><citation-alternatives><mixed-citation xml:lang="ru">Rogacheva N.N. The theory of piezoelectric shells and plates. Florida : Boca Raton : CRC Press, 1994. 249 p. EDN VQKGWT.</mixed-citation><mixed-citation xml:lang="en">Rogacheva N.N. The theory of piezoelectric shells and plates. Florida, Boca Raton: CRC Press, 1994; 249. EDN VQKGWT.</mixed-citation></citation-alternatives></ref><ref id="cit3"><label>3</label><citation-alternatives><mixed-citation xml:lang="ru">Inmah D.J. Vibration with control. Wiley Online Books, 2017.</mixed-citation><mixed-citation xml:lang="en">Inmah D.J. Vibration with control. Wiley Online Books, 2017.</mixed-citation></citation-alternatives></ref><ref id="cit4"><label>4</label><citation-alternatives><mixed-citation xml:lang="ru">Kwak M.K. Dynamic modeling and active vibration control of structures. Springer Dordrecht, 2021. 371 p. DOI: 10.1007/978-94-024-2120-0</mixed-citation><mixed-citation xml:lang="en">Kwak M.K. Dynamic modeling and active vibration control of structures. Springer Dordrecht, 2021; 371. DOI: 10.1007/978-94-024-2120-0</mixed-citation></citation-alternatives></ref><ref id="cit5"><label>5</label><citation-alternatives><mixed-citation xml:lang="ru">He W., Liu J. Active vibration control and stability analysis of flexible beam systems. Springer, 2019. 212 p. DOI: 10.1007/978-981-10-7539-1</mixed-citation><mixed-citation xml:lang="en">He W., Liu J. Active vibration control and stability analysis of flexible beam systems. Springer, 2019; 212. DOI: 10.1007/978-981-10-7539-1</mixed-citation></citation-alternatives></ref><ref id="cit6"><label>6</label><citation-alternatives><mixed-citation xml:lang="ru">Rogacheva N.N. Active vibration suppression of a beam using piezoeffect // E3S Web of Conferences. 2019. Vol. 97. P. 03024. DOI: 10.1051/e3sconf/20199703024</mixed-citation><mixed-citation xml:lang="en">Rogacheva N.N. Active vibration suppression of a beam using piezoeffect. E3S Web of Conferences. 2019; 97:03024. DOI: 10.1051/e3sconf/20199703024</mixed-citation></citation-alternatives></ref><ref id="cit7"><label>7</label><citation-alternatives><mixed-citation xml:lang="ru">Liu Z., Chen L., Sun L., Zhao L., Cui W., Guan H. Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations // Engineering Structures. 2023. Vol. 286. P. 115959. DOI: 10.1016/j.engstruct.2023.115959</mixed-citation><mixed-citation xml:lang="en">Liu Z., Chen L., Sun L., Zhao L., Cui W., Guan H. Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations. Engineering Structures. 2023; 286:115959. DOI: 10.1016/j.engstruct.2023.115959</mixed-citation></citation-alternatives></ref><ref id="cit8"><label>8</label><citation-alternatives><mixed-citation xml:lang="ru">Fujino Y., Siringoringo D.M., Ikeda Y., Nagayama T., Mizutani T. Research and implementations of structural monitoring for bridges and buildings in Japan // Engineering. 2019. Vol. 5. Issue 6. Pp. 1093–1119. DOI: 10.1016/j.eng.2019.09.006</mixed-citation><mixed-citation xml:lang="en">Fujino Y., Siringoringo D.M., Ikeda Y., Nagayama T., Mizutani T. Research and implementations of structural monitoring for bridges and buildings in Japan. Engineering. 2019; 5(6):1093-1119. DOI: 10.1016/j.eng.2019.09.006</mixed-citation></citation-alternatives></ref><ref id="cit9"><label>9</label><citation-alternatives><mixed-citation xml:lang="ru">Isić S., Mehremić S., Karabegović I., Husak E. Systems for passive and active vibration damping // New Technologies, Development and Application II. 2019. Pp. 96–104. DOI: 10.1007/978-3-030-18072-0_10</mixed-citation><mixed-citation xml:lang="en">Isić S., Mehremić S., Karabegović I., Husak E. Systems for passive and active vibration damping. New Technologies, Development and Application II. 2019; 96-104. DOI: 10.1007/978-3-030-18072-0_10</mixed-citation></citation-alternatives></ref><ref id="cit10"><label>10</label><citation-alternatives><mixed-citation xml:lang="ru">Zhang F., Liu J., Tian J. Analysis of the vibration suppression of double-beam system via nonlinear switching piezoelectric network // Machines. 2021. Vol. 9. Issue 6. P. 115. DOI: 10.3390/machines9060115</mixed-citation><mixed-citation xml:lang="en">Zhang F., Liu J., Tian J. Analysis of the vibration suppression of double-beam system via nonlinear switching piezoelectric network. Machines. 2021; 9(6):115. DOI: 10.3390/machines9060115</mixed-citation></citation-alternatives></ref><ref id="cit11"><label>11</label><citation-alternatives><mixed-citation xml:lang="ru">Dumitriu M. Study on the effect of damping asymmetry of the vertical suspension on the railway bogie vibrations // Symmetry. 2022. Vol. 14. Issue 2. P. 327. DOI: 10.3390/sym14020327</mixed-citation><mixed-citation xml:lang="en">Dumitriu M. Study on the effect of damping asymmetry of the vertical suspension on the railway bogie vibrations. Symmetry. 2022; 14(2):327. DOI: 10.3390/sym14020327</mixed-citation></citation-alternatives></ref><ref id="cit12"><label>12</label><citation-alternatives><mixed-citation xml:lang="ru">Huang K., Li T., Xu W., Cao L. Effects of nonlinear damping on vibrations of microbeam // Applied Sciences. 2022. Vol. 12. Issue 6. P. 3206. DOI: 10.3390/app12063206</mixed-citation><mixed-citation xml:lang="en">Huang K., Li T., Xu W., Cao L. Effects of nonlinear damping on vibrations of microbeam. Applied Sciences. 2022; 12(6):3206. DOI: 10.3390/app12063206</mixed-citation></citation-alternatives></ref><ref id="cit13"><label>13</label><citation-alternatives><mixed-citation xml:lang="ru">Mazur K., Rzepecki J., Pietruszewska A., Wrona S., Pawelczyk M. Vibroacoustical performance analysis of a rigid device casing with piezoelectric shunt damping // Sensors. 2021. Vol. 21. Issue 7. P. 2517. DOI: 10.3390/s21072517</mixed-citation><mixed-citation xml:lang="en">Mazur K., Rzepecki J., Pietruszewska A., Wrona S., Pawelczyk M. Vibroacoustical performance analysis of a rigid device casing with piezoelectric shunt damping. Sensors. 2021; 21(7):2517. DOI: 10.3390/s21072517</mixed-citation></citation-alternatives></ref><ref id="cit14"><label>14</label><citation-alternatives><mixed-citation xml:lang="ru">Sidorov V.N., Badina E.S. Computer simulation of structural vibration damping with allowance for nonlocal properties // International Journal for Computational Civil and Structural Engineering. 2020. Vol. 16. Issue 4. Pp. 86–91. DOI: 10.22337/2587-9618-2020-16-4-86-91</mixed-citation><mixed-citation xml:lang="en">Sidorov V.N., Badina E.S. Computer simulation of structural vibration damping with allowance for nonlocal properties. International Journal for Computational Civil and Structural Engineering. 2020; 16(4):86-91. DOI: 10.22337/2587-9618-2020-16-4-86-91</mixed-citation></citation-alternatives></ref><ref id="cit15"><label>15</label><citation-alternatives><mixed-citation xml:lang="ru">Sidorov V.N., Badina E.S., Detina E.P. Nonlocal in time model of material damping in composite structural elements dynamic analysis // International Journal for Computational Civil and Structural Engineering. 2021. Vol. 17. Issue 4. Pp. 14–21. DOI: 10.22337/2587-9618-2021-17-4-14-21</mixed-citation><mixed-citation xml:lang="en">Sidorov V.N., Badina E.S., Detina E.P. Nonlocal in time model of material damping in composite structural elements dynamic analysis. International Journal for Computational Civil and Structural Engineering. 2021; 17(4):14-21. DOI: 10.22337/2587-9618-2021-17-4-14-21</mixed-citation></citation-alternatives></ref><ref id="cit16"><label>16</label><citation-alternatives><mixed-citation xml:lang="ru">Сидоров В.Н., Бадьина Е.С. Конечно-элементное моделирование колебаний композитных балок с учетом демпфирования нелокального во времени // Механика композиционных материалов и конструкций. 2021. Т. 27. № 1. C. 65–72. DOI: 10.33113/mkmk.ras.2021.27.01.065_072.05. EDN CGFFUZ.</mixed-citation><mixed-citation xml:lang="en">Sidorov V.N., Badina E.S. Finite element modelling of composite beams vibration taking into account damping nonlocal in time. Mechanics of Composite Materials and Structures. 2021; 27(1):65-72. DOI: 10.33113/mkmk.ras.2021.27.01.065_072.05. EDN CGFFUZ. (rus.).</mixed-citation></citation-alternatives></ref><ref id="cit17"><label>17</label><citation-alternatives><mixed-citation xml:lang="ru">Rogacheva N.N. Passive vibration suppression of structures in the vicinity of natural frequencies using piezoeffect // International Journal for Computational Civil and Structural Engineering. 2019. Vol. 15. Issue 2. Pp. 125–134. DOI: 10.22337/2587-9618-2019-15-2-125-134</mixed-citation><mixed-citation xml:lang="en">Rogacheva N.N. Passive vibration suppression of structures in the vicinity of natural frequencies using piezoeffect. International Journal for Computational Civil and Structural Engineering. 2019; 15(2):125-134. DOI: 10.22337/2587-9618-2019-15-2- 125-134</mixed-citation></citation-alternatives></ref><ref id="cit18"><label>18</label><citation-alternatives><mixed-citation xml:lang="ru">Rogacheva N.N. The dynamic behaviour of piezoelectric laminated bars // Journal of Applied Mathematics and Mechanics. 2007. Vol. 71. Issue 4. Pp. 494–510. DOI: 10.1016/j.jappmathmech.2007.09.004</mixed-citation><mixed-citation xml:lang="en">Rogacheva N.N. The dynamic behaviour of piezoelectric laminated bars. Journal of Applied Mathematics and Mechanics. 2007; 71(4):494-510. DOI: 10.1016/j.jappmathmech.2007.09.004</mixed-citation></citation-alternatives></ref><ref id="cit19"><label>19</label><citation-alternatives><mixed-citation xml:lang="ru">Berlincourt D.A., Curran D.R., Jaffe H. Piezoelectric and piezomagnetic materials and their function in transducers // Physical Acoustics. 1964. Pp. 169–270. DOI: 10.1016/b978-1-4832-2857-0. 50009-5</mixed-citation><mixed-citation xml:lang="en">Berlincourt D.A., Curran D.R., Jaffe H. Piezoelectric and piezomagnetic materials and their function in transducers. Physical Acoustics. 1964; 169-270. DOI: 10.1016/b978-1-4832-2857-0.50009-5</mixed-citation></citation-alternatives></ref></ref-list><fn-group><fn fn-type="conflict"><p>The authors declare that there are no conflicts of interest present.</p></fn></fn-group></back></article>
