Showing 101 - 120 results of 234 for search '"cantilevers"', query time: 0.04s Refine Results
  1. 101

    Failure Mechanism of Gob-Side Roadway under Overlying Coal Pillar Multiseam Mining by Hongwei Mu, Anhu Wang, Dazhao Song, Dongfang Su, Donghui Li

    Published 2021-01-01
    “…The rates of the contribution of the gob-side roadway’s overlying pillar and the cantilever roof around the gob-side roadway to peak stress were 78.3% and 16%, respectively. …”
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    Article
  2. 102

    Nonlinear Dynamics of the High-Speed Rotating Plate by Minghui Yao, Li Ma, Wei Zhang

    Published 2018-01-01
    “…The blade is simplified as a pre-twist and presetting cantilever composite plate. Warping effect of the rectangular cross-section of the plate is considered. …”
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    Article
  3. 103

    Identifying the Mechanical Parameters of Hard Coating with Strain Dependent Characteristic by an Inverse Method by Wei Sun, Zhuo Wang, Mingwei Zhu, Guangyu Du

    Published 2015-01-01
    “…In this study, a hard-coating cantilever thin plate under base excitation was taken as the research object, and an inverse method was developed to identify these mechanical parameters. …”
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    Article
  4. 104

    A nonlocal elasticity theory to model the static behaviour of edge-cracked nanobeams by Daniela Scorza, Andrea Carpinteri, Camilla Ronchei, Andrea Zanichelli, Sabrina Vantadori, Raimondo Luciano

    Published 2024-01-01
    “…Firstly, the proposed formulation is outlined, and then applied to the case of a cantilever edge-cracked nanobeam. A parametric study is performed by varying both the crack depth and the crack position along the beam axis. …”
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    Article
  5. 105

    Experimental Verification of Applying Active Control Method as Virtual Support for Relief Bridge by Ming-Hsiang Shih, Wen-Pei Sung

    Published 2019-01-01
    “…A prototype of the NEM, composed of a pair of prestressed steel tendons, two pairs of anchor seats, a rotation cantilever arm mechanism, and a pair of radio-controlled (RC) servos, is proposed to test and verify the control effect of a bridge with the NEM. …”
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    Article
  6. 106

    ANALISIS PERANCANGAN STRUKTUR BETON BERTULANG UNTUK FUNGSI RENTAL OFFICE 30 LANTAI DENGAN PENEKANAN SISTEM RIGID FRAME BERKANTILEVER by Reinhart Bunadi, Nasruddin Junus, Imriyanti Imriyanti

    Published 2018-12-01
    “…Struktur penopang cantilevered slab diberi dua alternatif, yaitu model 1 dan model 2. …”
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    Article
  7. 107

    Fracture Energy Estimation of DCB Specimens Made of Glass/Epoxy: An Experimental Study by V. Alfred Franklin, T. Christopher

    Published 2013-01-01
    “…This paper examines critical load and corresponding displacement of double cantilever beam (DCB) composite specimens made of glass/epoxy of three different layups. …”
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    Article
  8. 108

    Adaptive Damping of a Double-Beam Structure Based on Magnetorheological Elastomer by Tomasz Szmidt, Dominik Pisarski, Robert Konowrocki, Stefan Awietjan, Anna Boczkowska

    Published 2019-01-01
    “…A method of vibration reduction based on activation of an MRE block that couples twin cantilever beams at their free ends is investigated. …”
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    Article
  9. 109

    Two-Degree Vibration Analysis of a Horizontal Axis Turbine Blade by Finite Differential Methods by Youfeng Zhu, Hongyu Zang, Xiaofei Kong, Peng Ban

    Published 2018-01-01
    “…By means of the finite difference discretization and cantilever beam boundary condition, the equations of blades can be simplified as a general vibration system. …”
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    Article
  10. 110

    Non-Destructive Testing for Evaluation of Young’s Modulus by Using Free Vibration Response of Composite Materials by Mirela-Roxana Apsan, Ana-Maria Mitu, Catalin-Andrei Neagoe, Nicolae Pop, Tudor Sireteanu

    Published 2024-12-01
    “…The non-destructive tests are carried out by measuring the frequencies of bending free vibrations of cantilever beams with additional masses. By using inverse methods, the experimental values of elasticity modulus E are assessed and validated by numerical simulation, using the finite element method (FEM). …”
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    Article
  11. 111

    Maximally PCB-Space-Saving Hybrid Integration of Millimeter-Wave and Microwave Antennas for 5G and B5G Smartphones by Huan-Chu Huang, Jie Wu, Shuang Cui

    Published 2025-01-01
    “…Due to the cantilever carrier, no PCB space will be occupied so that the PCB space utilization can be maximized. …”
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    Article
  12. 112

    Investigation of Vibration Energy Harvesting in Multilayer Composite Plates with Anisotropic Piezoelectric Patches by Asghar Jamshiddoust, Morteza Karamooz Mahdiabadi, Amin Farrokhabadi

    Published 2025-04-01
    “…The investigation focuses on two common boundary conditions: cantilevered composite plate (CFFF) and all-four-edges clamped (CCCC), employing a combination of analytical techniques and numerical simulations. …”
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    Article
  13. 113

    Construction Control Technology and Monitoring Analysis of Walking Incremental Launching Construction of Small-Curvature Steel Box Girder Bridges Across Expressways by Hai Huang, Xiaomin Xue, Haitao Ma, Zhijun Zhou, Jianbo Dou, Heng Yang, Erwei Guo, Jianjun Ma

    Published 2025-01-01
    “…It is demonstrated by the outcomes that the internal force and deflection of the steel box girder and the guide girder are within the safe construction range, which ensures the security of the incremental launching construction. In the maximum cantilever condition, the guide girder experiences significant stress, but the maximum value is not observed during the maximum cantilever condition of the guide girder. …”
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    Article
  14. 114

    Young's Modulus of Single-Crystal Fullerene C𝟕𝟎 Nanotubes by Tokushi Kizuka, Kun'ichi Miyazawa, Takayuki Tokumine

    Published 2012-01-01
    “…The nanotubes with the outer diameters of 270–470 nm were bent using simple-beam and cantilever-beam loading by the piezomanipulation of silicon nanotips. …”
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    Article
  15. 115

    INTEGRATED TOPOLOGY OPTIMIZATION OF STRUCTURE /CONTROL FOR PIEZOELECTRIC SMART PLATE AND ITS TOPOLOGY EXTRACTION BASED ON MICRO-GENETIC ALGORITHM by HE JianJun, CHEN XiangZi

    Published 2016-01-01
    “…The integrated topology optimization design with respect to the structural topology configuration,the placements and the numbers of actuators as well as the control system weight parameters of a cantilever piezoelectric intelligent plate is studied in this paper,. …”
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    Article
  16. 116

    Natural Frequencies of a Cracked Beam Coupled with a Compressible Sloshing Fluid by Michele Di Sciuva, Cecilia Surace

    Published 2004-01-01
    “…This article describes studies into the flexural vibration of a cracked cantilevered beam in contact with a non-viscous fluid. …”
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    Article
  17. 117

    Failure prediction of T-peel adhesive joints by different cohesive laws and modelling approaches by Alessandro Pirondi

    Published 2013-04-01
    “…The fracture toughness and load-opening behaviour recorded in previous experiments on bonded Double Cantilever Beam (DCB) specimens were taken as reference to calibrate CZM parameters. …”
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    Article
  18. 118

    Failure prediction of T-peel adhesive joints by different cohesive laws and modelling approaches by Alessandro Pirondi

    Published 2013-04-01
    “…The fracture toughness and load-opening behaviour recorded in previous experiments on bonded Double Cantilever Beam (DCB) specimens were taken as reference to calibrate CZM parameters. …”
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    Article
  19. 119

    A Critical Review of Structural Topology Optimization Algorithms by Jiao Yuhang

    Published 2025-01-01
    “…Secondly, with the classic example of long cantilever beams, the three methods are compared in all aspects of the optimisation process, and their similarities and differences in terms of optimisation objectives, constraints, and characteristics of the results are analysed. …”
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    Article
  20. 120

    STATISTICAL MODEL UPDATING AND STRUCTURAL PROBABILISTIC DAMAGE IDENTIFICATION BASED ON BAYESIAN METHOD by GAN Lu, CHEN Hui

    Published 2022-01-01
    “…The experimental example of steel cantilever beam indicated that based on the modified stochastics parameters, the damage probability and damage degree of each region of the structure are consistent with the real situation.…”
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    Article