A Broadband Vibration-Based Energy Harvester Using an Array of Piezoelectric Beams Connected by Springs by V. Meruane, K. Pichara

“…Piezoelectric cantilevered beams have been widely used as vibration-based energy harvesters. …”
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Key Bearing Structure Instability Mechanism: A Case Study in Mining Under Close-Distance Coal Pillar by Jieyang Ma, Shihao Tu, Hongsheng Tu, Kaijun Miao, Hongbin Zhao, Long Tang

“…The pressure relief of the coal pillar and interlayer rock cantilever beam is an effective way to deal with this problem, and the coal pillar instability type needs to be pressure relieved earlier than the cantilever beam instability type. …”
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Modeling of Passive Constrained Layer Damping as Applied to a Gun Tube by Margaret Z. Kiehl, C.P.T. Wayne Jerzak

“…We study the damping effects of a cantilever beam system consisting of a gun tube wrapped with a constrained viscoelastic polymer on terrain induced vibrations. …”
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Experimental Research on Wind-Induced Flag-Swing Piezoelectric Energy Harvesters by Jianjun Liu, Xianghua Chen, Yujie Chen, Hong Zuo, Qun Li

“…Piezoelectric cantilever beams, which have simple structures and excellent mechanical/electrical coupling characteristics, are widely applied in energy harvesting. …”
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Empirical Correlation of the Morphology of Coiled Carbon Nanotubes with Their Response to Axial Compression by Jabulani R. Barber, Jeffrey S. Boyles, Aldo A. Ferri, Lawrence A. Bottomley

“…Each nanocoil was attached to the apex of a cantilever probe tip; its dimensions and orientation relative to the tip apex were determined with scanning electron microscopy. …”
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Study on Optimization of Pump Shaft Transmission System of Plastic Centrifugal Pump by Lili Zhang, Lingfeng Tang, Qingzhao Wen, Wenbin Luo

“…The optimal span cantilever ratio of the rotor model of the single span cantilever structure was 1:0.75. …”
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Polarization response characteristics of structure gradient MWCNTs/PDMS under vibration by Feigao Fan, Yihao Liu, Mengzhou Chang, Lulu Li, Kai Guo

“…The polarization strength P of linear structural gradient cantilever beam is in the range of −600 ∼ 600 pC/m2. …”
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Mechanism of Hydraulic Fracturing Cutting Hard Basic Roof to Prevent Rockburst by Jianqiao Luo, Shaohong Yan, Tuo Yang, Haoqi Mu, Wensheng Wei, Yupeng Shen, Hongtao Mu

“…In detail, we use a high-pressure jet to cut the cantilever roof structure, which can make a prelocated fracture surface, and then utilize the packers to make sure that the injected high-pressure fracturing fluid is propagating along the prelocated fracture surface and can cut off the cantilever roof structure eventually to prevent rockbursts in advance. …”
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Dynamic Characterization of the Joints in a Beam Structure by Using Spectral Element Method by Usik Lee

“…Experiments are conducted for the cantilevered beam structure and the four bolt-joint parameters determined from the measured FRF. …”
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RESEARCH ON VIBRATION SUPPRESSION PERFORMANCE OF BNES BASED ON MAGNETIZING CURRENT METHOD (MT) by SONG WeiZhi, ZHOU Hui, LIU ZhiEn, LI Bin, ZHU DeRong, CHEN ZhiYong

“…The spatial magnetic force of cantilever structure system is analyzed based on the magnetizing current theory, and the influences of magnetic spacing and cantilever length on stability point of BNES are studied. …”
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The Effects of Breathing Behaviour on Crack Growth of a Vibrating Beam by Wenguang Liu, Mark E. Barkey

“…Therefore, it can be employed to improve the prediction precision of the crack identification and crack growth life of a cracked cantilever beam.…”
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Simulation Study of Sensitivity Performance of MEMS Capacitive Bending Strain Sensor for Spinal Fusion Monitoring by Muhammad Irsyad Abdul Mokti, Inzarulfaisham Abd Rahim

“…This study evaluates the sensitivity of microelectromechanical system (MEMS) capacitive bending strain sensor with a double layer cantilever designed to meet the requirements of spinal fusion monitoring. …”
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Static Characteristics of Improved Composite Box Girder with Corrugated Steel Webs by Shijin Wang, Genhui Wang, Zichen Zhang

“…A shear lag effect and a negative shear lag effect exist in the cantilever composite box girder under uniform load. …”
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Computer Vision-Based Structural Displacement Monitoring and Modal Identification with Subpixel Localization Refinement by Tao Liu, Yu Lei, Yibing Mao

“…After that, the first two modes of the cantilever are identified from the monitoring results. …”
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Reliability of spatial rod metal structures of high level of responsibility by V. F. Mushchanov, A. N. Orzhekhovskiy, A. V. Mushchanov, M. N. Tseplyaev

“…The studies carried out on the basis of its algorithm made it possible to identify a set of key elements of the cantilever part for the frame-cantilever coverings above the stadium stands, the failure of which initiates the beginning of an avalanche-like collapse, and to set limits for them to change the values of safety characteristics and survivability reserve. …”
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Failure Analysis of a Highway Cut Slope with Anti-Slide Piles by Hongjie Chen, Guangcheng Zhang, Zheng Chang, Lian Wen, Wentao Gao

“…The mechanical and simulation analyses both show that the resistance provided by the cantilever piles was not enough to prevent the force behind the piles. …”
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Analysis and Study on Bending Vibration Frequency of New Corrugated Steel Web Composite Box Girder by Xiaomeng Zang, Genhui Wang, Zichen Zhang

“…The effects of height span ratio, width span ratio, web thickness, cantilever plate length, and fold effect on the vertical vibration frequency of the new composite box girder are analyzed. …”
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Behaviour of post-tensioned benches made of high-content recycled aggregate concrete reinforced with racquet string fibres by Narakorn Suwannachote, Thanongsak Imjai, Fetih Kefyalew, Radhika Sridhar, Reyes Garcia, U. Johnson Alengaram, Sivakumar Naganathan

“…Hence, the maximum flexural strength of the cantilever bench was improved by 5.7% for the cantilever bench with PTMS strengthening, which further enhanced the flexural behaviour compared to the bench with only 1.5% of fibres. …”

Dynamic Characteristics of Blade with Viscoelastic Damping Block Based on Complex Eigenvalue Method by Jiao Wang, Yue-hao Zhang, Tao Yu, Qing-kai Han

“…Then the differential equations of motion with 3-DOF are numerically solved by using complex eigenvalue method. A cantilever VE-blade is simplified according to testing the first three natural frequencies of the real blade to obtain geometric parameters of cantilever beam. …”
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Experiments on Optimal Vibration Control of a Flexible Beam Containing Piezoelectric Sensors and Actuators by Gustavo L.C.M. Abreu, José F. Ribeiro, Valder Steffen Jr

“…Experimental results illustrate the optimal control design of a cantilever beam structure.…”
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