NONLINEAR VIBRATION CHARACTERISTICS OF A CANTILEVER BEAM WITH A BREATHING CRACK BASED ON VIBRATION POWER FLOW by WAN Wen, LI GuangBu

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On the Steady State Response of a Cantilever Beam Partially Immersed in a Fluid and Carrying an Intermediate Mass by A.A. Al-Qaisia, M.N. Hamdan, B.O. Al-Bedoor

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Analytical and Numerical Modeling of Impact Loading Cantilever Sandwich Beam with Aluminum Foam Core and Steel Facesheets by Mohammad Solooki

“…For this purpose, in this research, the analytical and numerical investigation of low velocity impact on cantilever sandwich beams with foam core and metal facesheets has been done. …”
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Short Cantilever Rock Beam Structure and Mechanism of Gob-Side Entry Retaining Roof in Reuse Period by Jingke Wu, Yun Dong, Jiarui Chen, Chunlei Zhang, Wei Yin, JiHua Zhang, Yongzhen Cheng

“…A dynamic-equilibrium mechanical model of the main roof structure is presented and the formation mechanisms of different types of short cantilever rock beam structures are clarified. The following major conclusions are drawn: (1) Three types of short cantilever rock beam structures occur in the main roof of a gob-side entry retaining during the reuse period, namely, the “short cantilever-articulated rock beam” structure, “short cantilever step rock beam (type I)” structure, and “short cantilever step rock beam (type II)” structure. (2) The stability criterion for these three short cantilever rock beam structures was also determined; that is, when the sliding instability coefficient K ≥ 1, the short cantilever-articulated rock beam structure will form, and when the sliding instability coefficient K < 1, the short cantilever step rock beam (type I or II) will form. (3) The governing law for the thicknesses of the main roof, immediate roof, and coal seam of the short cantilever rock beam structure was clarified; namely, the K-value gradually increases with increases in the thickness of the coal seam, drops sharply and then decreases gradually with increases in the thickness of the main roof, and decreases slowly with increases in the thickness of the immediate roof. …”
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Key Technology and Application of High-Speed Gearbox Used in the Integral Type Single Cantilever Centrifugal Compressor by Li Yufeng, Wu Luji, Yang Linjie, Cao Zhigang

“…The characteristics,design principles and matters need attention in the design of the high-speed gearbox used in the integral type single cantilever centrifugal compressor are mainly introduced,and this design method is successfully applied to the new product.A good effect of the gearbox reliability and improving design efficiency is obtained.…”
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A NUMERICAL STUDY REGARDING THE INFLUENCE OF THE LONGITUDINAL EXTENT OF A T-SHAPED CRACK ON THE EIGENFREQUENCY DECREASE OF CANTILEVER BEAMS by Cristian Tufisi, GILBERT-RAINER Gillich

Subjects: “…cantilever…”
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Discussion of the Improved Methods for Analyzing a Cantilever Beam Carrying a Tip-Mass under Base Excitation by Wang Hongjin, Meng Qingfeng, Feng Wuwei

“…The cantilever model is simplified in detail by replacing the tip-mass with an equivalent inertial force and inertial moment acting at the free end of the cantilever based on D’Alembert’s principle. …”
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Online Structural Health Monitoring and Parameter Estimation for Vibrating Active Cantilever Beams Using Low-Priced Microcontrollers by Gergely Takács, Ján Vachálek, Boris Rohal’-Ilkiv

“…This paper presents a structural health monitoring and parameter estimation system for vibrating active cantilever beams using low-cost embedded computing hardware. …”
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Experimental Study on the Influence on Vibration Characteristics of Thin Cylindrical Shell with Hard Coating under Cantilever Boundary Condition by Hui Li, Wei Sun, Mingwei Zhu, Pengcheng Xue

“…This research has experimentally investigated the influence on vibration characteristics of thin cantilever cylindrical shell (TCS) with hard coating under cantilever boundary condition. …”
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Linear Control Method for Arch Ring of Oblique-Stayed Buckle Cantilever Pouring Reinforced Concrete Arch Bridge by Zengwu Liu, Jianting Zhou, Yuexing Wu, Xing You, Yinghao Qu

“…Yelang Lake Bridge is the largest cantilevered single-chamber reinforced concrete arch bridge in China, with a net span of 210 m. …”
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Determining mode I cohesive law of Pinus pinaster by coupling double cantilever beam test with digital image correlation by J. Xavier, M. Oliveira, J.J.L. Morais, M.F.S.F. de Moura

“…The approach couples the double cantilever beam (DCB) test with digital image correlation (DIC). …”
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Optimum Tuning of a Gyroscopic Vibration Absorber Using Coupled Gyroscopes for Vibration Control of a Vertical Cantilever Beam by F. Ünker, O. Çuvalcı

“…The system is mounted on a vertical cantilever with the purpose of studying the horizontal and vertical vibrations. …”
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Impacts of PU Foam Stand-Off Layer on the Vibration Damping Performance of Stand-Off Free Layer Damping Cantilever Beams by Longqiang Liang, Weibo Huang, Ping Lyu, Mingliang Ma, Fandi Meng, Yingjie Sang

“…In this paper, a stand-off free layer damping cantilever beam is prepared with the steel plate as the base layer, rigid polyurethane (PU) foam as the stand-off layer, and rubber as the damping layer, and the motion equation of the cantilever beam is derived. …”
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Validation of cantilever-enhanced photoacoustic particle-size-resolved light absorption measurement using nigrosin reference particles and Mie modelling by J. Kuula, J. Kuula, J. Karhu, J. Karhu, T. Mikkonen, P. Grahn, A. Virkkula, A. Virkkula, H. Timonen, T. Hieta, T. Hieta, M. Vainio, M. Vainio

“…The method combines a three-wavelength cantilever-enhanced photoacoustic spectrometer (CEPAS) with a differential mobility analyser (DMA) to achieve particle-size-resolved measurements. …”
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Coriolis Force Sliding Mode Control Method for the Rotary Motion of the Central Rigid Body-Flexible Cantilever Beam System in TBM by Chuanlu Zhou, Long Qin, Ming Chen, Jingxiang Zhang

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Disaster-inducing mechanism of the movement of high-position combination cantilever plate structures in non-uniform and extra-thick coal seam mining by ZHU Weibing, GUO Chunlei, LUO Xun, CHAI Faying, XIE Jianlin, CHAI Yi

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A Hybrid Power Series Artificial Bee Colony Algorithm to Obtain a Solution for Buckling of Multiwall Carbon Nanotube Cantilevers Near Small Layers of Graphite Sheets by Aminreza Noghrehabadi, Mohammad Ghalambaz, Mehdi Ghalambaz, Afshin Ghanbarzadeh

“…A hybrid power series and artificial bee colony algorithm (PS-ABC) method is applied to solve a system of nonlinear differential equations arising from the distributed parameter model of multiwalled carbon nanotube (MWCNT) cantilevers in the vicinity of thin and thick graphite sheets subject to intermolecular forces. …”
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STABILITY ANALYSIS OF EMBANKMENT SOIL SLOPES IN THE INTERNATIONAL SCHOOL PROJECT by Merdy Evalina Silaban, M. Fadly Devkha Pratama

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Design and Experimental Implementation of a Beam-Type Twin Dynamic Vibration Absorber for a Cantilevered Flexible Structure Carrying an Unbalanced Rotor: Numerical and Experimental Observations by Abdullah Özer, Mojtaba Ghodsi, Akio Sekiguchi, Ashraf Saleem, Mohammed Nasser Al-Sabari

“…The proposed system design consists of a primary cantilevered flexible structure with an attached dual-mass cantilevered secondary dynamic vibration absorber arrangement. …”
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A Comparative Study of Material and Structural Configurations in Piezoelectric Energy Harvesting by Fahmidul Huq Syed, Li Wah Thong, Mirza Farrukh Baig, Yee Kit Chan, M. N. Ervina Efzan

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