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Relevant bibliographies by topics / Multilayer cantilever beam; Composite plate / Journal articles

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Journal articles on the topic 'Multilayer cantilever beam; Composite plate'

Author: Grafiati

Published: 4 June 2021

Last updated: 4 February 2022

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1

Balapgol, Basavaraj S., Kamal M. Bajoria, and Sudhakar A. Kulkarni. "Natural frequencies of a multilayer SMA laminated composite cantilever plate." Smart Materials and Structures 15, no. 4 (2006): 1021–32. http://dx.doi.org/10.1088/0964-1726/15/4/015.

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2

Charan Jena, Pankaj, S. P. Parida, and R. R. Dash. "Modal study of trapezoidal cantilever plate like composite beam." Materials Today: Proceedings 5, no. 9 (2018): 19680–92. http://dx.doi.org/10.1016/j.matpr.2018.06.330.

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3

Wang, Ya He, Yue Yue Shen, and Chao Lv. "The Impact Response Characteristics Research of the Multilayer Structure, Cantilever-Type Electrothermal Actuator Based on MEMS." Advanced Materials Research 901 (February 2014): 87–92. http://dx.doi.org/10.4028/www.scientific.net/amr.901.87.

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To study the impact response characteristics of multilayer structure, cantilever-type electrothermal actuators based on MEMS, a composite cantilever-beam model consisting of two layers of materials, SiO2 and Al, is built. By using the engineer mechanics theory, the von mise stress under the impacts in the fuze system can be obtained. Meanwhile, the Finite Element Method (FEM) simulation is made to get the deformation displacement of the fixed end and the von mises stress distribution of the model. Besides, the natural frequency response is studied. The results present the actuators response ch

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4

El-Din Mansour, Alaa, Vladimir Filatov, Michael Gandzhuntsev, and Nikita Ryasny. "Numerical verification of composite rods theory on multi-story buildings analysis." E3S Web of Conferences 33 (2018): 02077. http://dx.doi.org/10.1051/e3sconf/20183302077.

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In the article, a verification proposal of the composite rods theory on the structural analysis of skeletons for high-rise buildings. A testing design model been formed on which horizontal elements been represented by a multilayer cantilever beam operates on transverse bending on which slabs are connected with a moment-non-transferring connections and a multilayer columns represents the vertical elements. Those connections are sufficiently enough to form a shearing action can be approximated by a certain shear forces function, the thing which significantly reduces the overall static indetermin

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5

Machů, Zdeněk, Zdeněk Majer, Oldřich Ševeček, Kateřina Štegnerová, and Zdeněk Hadaš. "Electro-mechanical analysis of a multilayer piezoelectric cantilever energy harvester upon harmonic vibrations." MATEC Web of Conferences 210 (2018): 02053. http://dx.doi.org/10.1051/matecconf/201821002053.

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This paper addresses an important issue of the individual layer thickness influence in a multilayer piezo composite on electro-mechanical energy conversion. The use of energy harvesting systems seems to be very promising for applications such as ultra-low power electronics, sensors and wireless communication. The energy converters are often disabled due to a failure of the piezo layer caused by an excessive deformation/stresses occurring upon the operation. It is thus desirable to increase both reliability and efficiency of the electromechanical conversion as compared to standard concepts. The

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6

Tawk, I., J. F. Ferrero, J. J. Barrau, E. Abdullah, and M. Sudre. "Amultilayered Solid Element used to Model Composite Delamination." Advanced Composites Letters 19, no. 1 (2010): 096369351001900. http://dx.doi.org/10.1177/096369351001900103.

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This paper focuses on the latest development of a solid hexahedron element for composite delamination analysis. The 8-node solid is derived from a 20-node hexahedron. It is transformed into two physical independent 4-node shell elements according to the propagation of delamination process within the element. This transformation is driven by a transfer and damage laws that are defined by calibrating the element with a FE modeling for a double cantilever beam (DCB) test. According to the position of the crack in the element, one parameter defines the degradation of the transverse properties at t

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7

Kudela, P., and W. Ostachowicz. "A Multilayer Delaminated Composite Beam and Plate Elements: Reflections of Lamb Waves at Delamination." Mechanics of Advanced Materials and Structures 16, no. 3 (2009): 174–87. http://dx.doi.org/10.1080/15376490902746749.

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8

Rasheed, Hayder A., Habiburrahman Ahmadi, and Abdul H. Halim. "Stability of Thin Web Composite Cantilever Beams of Random Lamination." International Journal of Structural Stability and Dynamics 20, no. 13 (2020): 2041016. http://dx.doi.org/10.1142/s0219455420410163.

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This study addresses the analytical treatment of a closed-form buckling equation for lateral-torsional stability of thin web composite cantilever beams under mid-height tip force. The beam is composed of random ply fiber orientations. Classical lamination theory is embedded into the Vlasov plate formulation to make up the framework of the analytical treatment. A closed-form solution is realized when an innovative dimensional reduction is extended to the 3D constitutive stiffness matrix. This was made possible through a two-step process in which the shear strain, lateral curvature, and twisting

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9

Sancaktar, E., M. West, and K. R. Miner. "Composite Design Methodology: Design of Composite Trails for the U.S. Army’s M198 Howitzer, A Case Study." Journal of Mechanical Design 118, no. 2 (1996): 286–93. http://dx.doi.org/10.1115/1.2826882.

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Analysis and design of a fiber reinforced organic composite trail pair for the U.S. Army M198 Howitzer is presented as a case study in composite material design methodology. For this purpose mechanics analysis is performed using the computer program: MIC-MAC composites design and ANSYS 4.4A finite element analysis. The analyses includes composite lamination, material optimization, adhesive bonding, buckling, deflection, stress and failure analysis and validates the practicability of the proposed constant cross-section graphite/epoxy trail. The use of PC based spreadsheet MIC-MAC program, initi

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10

Pavelko, Vitalijs. "Application of the Nonlinear Model of a Beam for Investigation of Interlaminar Fracture Toughness of Layered Composite." Key Engineering Materials 665 (September 2015): 273–76. http://dx.doi.org/10.4028/www.scientific.net/kem.665.273.

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Earlier presented the geometrically nonlinear model of a flexible beam (cylindrical bending of a plate) was used for analysis of post-buckling behavior of the layered composite with delamination at compression. In this paper the model is used for more details nonlinear analysis of double cantilever beam (DCB) that used in standard test for determination of the interlaminar fracture toughness composites with delamination-type damage. The main advantage of the model is a precise description of the curved axis of the beam (plate) without linearization or other higher order approximations. The exa

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11

Haigen, Cheng, and Jiang Weichao. "Analytic Solutions of Shear Lag on Steel-Concrete Composite T‐girder under Simple Bending." Open Civil Engineering Journal 9, no. 1 (2015): 150–54. http://dx.doi.org/10.2174/1874149501509010150.

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The composite T-girders include concrete flange plates and steel beams, which are connected by shear connectors. The longitudinal stress about concrete plate is due to non-uniform distribution on cross section because of the shear lag effect. A differential equation of longitudinal forces at transverse section flange and cantilever flange is separately established according to the strain compatibility and the force equilibrium conditions about a composite T-girder. The method of separation of variables is used to solve the differential equation about the simply supported composite T-girder. Th

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12

Li, W. J., and J. Y. Chen. "Optimum design of composite structures subjected to multiple displacement constraints." Journal of Strain Analysis for Engineering Design 28, no. 2 (1993): 135–41. http://dx.doi.org/10.1243/03093247v282135.

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The paper presents an effective method for achieving the optimum design of composite structures subjected to multiple displacement constraints. Based on the optimality criterion method and some approximate engineering assumptions, this paper introduces a simplified expression relating the design variables to Lagrange multipliers, which correspond to displacement constraints. Therefore, the optimal design variables are derived from a smaller number of unknown coefficients. Thus the computational efficiency is greatly enhanced. Furthermore, the multilevel optimization technique is adopted. The o

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13

Machida, T., and J. Ramkumar. "Defect Controlled Water Jet Piercing of Continuous Fiber Reinforced Plastics." Advanced Composites Letters 17, no. 2 (2008): 096369350801700. http://dx.doi.org/10.1177/096369350801700203.

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Water jet piercing of composite laminates finds a wide application in varying fields of manufacturing, but has an inherent problem of delamination which restricts its usage. This paper makes an attempt to successfully make smaller diameter holes using impulse water jet. Both experimental and theoretical results confirmed that while piercing of composite laminates using water jet the defects appear in between the layers of laminates which may be due to bending moment of the bottom plies, which is because of the high pressure jet involved in piercing process. As the hole progresses the bottom la

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14

Xie, Honglei, Li Wan, Bo Wang, et al. "An Investigation on Mechanical Behavior of Tooth-Plate-Glass-Fiber Hybrid Sandwich Beams." Advances in Polymer Technology 2020 (February 12, 2020): 1–11. http://dx.doi.org/10.1155/2020/6346471.

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Tooth-plate-glass-fiber hybrid sandwich (TFS) is a type of sandwich composites fabricated by vacuum-assisted resin infusion process, in which glass fiber facesheets reinforced by metal plate are connected to foam core through tooth nails. Bending properties and interlaminar properties of TFS beams with various foam densities were investigated by flexural tests and DCB (double cantilever beam) tests. The test results showed that by increasing the foam core density from 35 kg/m3 to 150 kg/m3, the peak strength of TFS beams significantly increased by 168% to 258% compared with similar sandwich be

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15

Stankevich, Stanislav, Olga Bulderberga, Sergejs Tarasovs, Daiva Zeleniakiene, Maria Omastova, and Andrey Aniskevich. "Electrical Conductivity of Glass Fiber-Reinforced Plastic with Nanomodified Matrix for Damage Diagnostic." Materials 14, no. 16 (2021): 4485. http://dx.doi.org/10.3390/ma14164485.

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The electrical conductivity of glass fiber-reinforced plastic (GFRP) with epoxy matrix modified by multiwall carbon nanotubes (MWCNT) was studied. The electrical conductivity of nanomodified lamina and multi-layered GFRP was investigated on several levels using a structural approach. Components of the electrical conductivity tensor for unidirectional-reinforced monolayer were calculated similarly as in micromechanics using the conductivity of the nanomodified matrix. The electrical conductivity of multilayer composite was calculated using laminate theory and compared with values measured exper

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16

Gai, Xiaonan, and Kaiping Yu. "Experimental Study of a Multipoint Random Dynamic Loading Identification Method Based on Weighted Average Technique." Shock and Vibration 2019 (March 24, 2019): 1–10. http://dx.doi.org/10.1155/2019/7368095.

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Most of random dynamic loading identification research studies are about the original inverse pseudoexcitation method which does not fundamentally reduce the negative effect of ill-conditioned frequency response function matrix on accuracy of loading identification. This paper describes a new improved method based on weighted average technique to reduce peak errors between identified load spectrum and the actual load spectrum near some natural frequencies. Meanwhile, relative error of root mean square value between identified load and the actual load is reduced. The introduced selection method

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17

Yurakov, Yury A., Yaroslav A. Peshkov, Evelina P. Domashevskaya, et al. "A study of multilayer nanostructures [(Co45Fe45Zr10)35(Al2O3)65/a-Si:H]100 and [(Co45Fe45Zr10)35(Al2O3)65/a-Si]120 by means of XRD, XRR, IR spectroscopy, and USXES." European Physical Journal Applied Physics 87, no. 2 (2019): 21301. http://dx.doi.org/10.1051/epjap/2019190131.

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Interatomic interactions and superstructures of multilayer nanostructures (MLNS) consisting of ferromagnetic composite layers and silicon interlayers with or without hydrogen are studied here by means of X-ray diffraction (XRD), X-ray reflectivity (XRR), IR spectroscopy, and ultra-soft X-ray emission spectroscopy (USXES). The MLNS [(Co45Fe45Zr10)35(Al2O3)65/a-Si:H]100 and [(Co45Fe45Zr10)35(Al2O3)65/a-Si]120 were deposited on the substrate Si(100) by ion-beam sputtering of two targets, where the first target was a plate of Co45Fe45Zr10 alloy with Al2O3 inserts, and the second target was a singl

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18

Wetherhold, Robert, Markus Messer, and Abani Patra. "Optimization of Directionally Attached Piezoelectric Actuators." Journal of Engineering Materials and Technology 125, no. 2 (2003): 148–52. http://dx.doi.org/10.1115/1.1555653.

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A directionally attached piezoelectric (DAP) actuator is one method to control the twisting vibration of a plate with high authority. Although insuring proper performance for DAP actuators has been discussed in terms of the control law used, the optimization of the mechanical details of the actuator itself has received little attention. There is an interaction between the actuator and the controlled structure because more actuator material on the structure adds actuation power but also stiffens the structure. The effects of DAP actuator geometric parameters and material properties are explored

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19

Chen, Chong. "Study on the Flexoelectricity of BST Film Multilayer Structure." Journal of Scientific Research and Reports, November 4, 2020, 109–12. http://dx.doi.org/10.9734/jsrr/2020/v26i830300.

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Single layer and bilayer Y3+-doped Ba0.65Sr0.35TiO3 (BST) thin-film cantilever beam, of which the single BST film thickness is 500 nm, was prepared on a composite silicon substrate. The flexoelectric coefficients of both types of BSTs were measured using a low frequency vibration method. The flexoelectric coefficient of the bilayer BST film multilayer structure is 1.66 μC/m, which doubles the effective flexoelectric coefficient comparing to the single layer BST. In addition, we discussed the effective piezoelectric coefficient of the BST film multilayer structure, which can reach as much as 2.

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20

JOSHI, SHRIKANT B. "VIBRATION STUDY OF MAGNETORHEOLOGICAL FLUID FILLED SANDWICH BEAMS." International Journal of Applied Research in Mechanical Engineering, October 2012, 76–80. http://dx.doi.org/10.47893/ijarme.2012.1067.

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The concept of vibration mitigation in flexible structures using smart fluids has attracted researcher’s interest in the last few years. Significant research work has been done on the structures with electrorheological fluids, but there has been a little work with the magnetorheological fluids. This study investigates the vibration controllability of MR fluid filled cantilever beams under externally applied magnetic fields. The adaptive structures were fabricated by adding a MR fluid layer between the adjacent elastic layers and the properties of two different types of sandwich beams were stud

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21

JOSHI, SHRIKANT B. "VIBRATION STUDY OF MAGNETORHEOLOGICAL FLUID FILLED SANDWICH BEAMS." International Journal of Applied Research in Mechanical Engineering, October 2012, 76–80. http://dx.doi.org/10.47893/ijarme.2012.1067.

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Abstract:

The concept of vibration mitigation in flexible structures using smart fluids has attracted researcher’s interest in the last few years. Significant research work has been done on the structures with electrorheological fluids, but there has been a little work with the magnetorheological fluids. This study investigates the vibration controllability of MR fluid filled cantilever beams under externally applied magnetic fields. The adaptive structures were fabricated by adding a MR fluid layer between the adjacent elastic layers and the properties of two different types of sandwich beams were stud

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