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Artykuły w czasopismach na temat „Additional plate”

Autor: Grafiati

Data publikacji: 2 czerwca 2025

Data aktualizacji: 31 lipca 2025

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1

Rusimov, Lyubomir. "Dual plate fixation of unstable proximal humerus fractures: A Narrative review." Bulgarian Society of Medical Sciences Journal 7 (May 19, 2025): e144938. https://doi.org/10.3897/bsms.7.144938.

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Introduction: Medial column instability has been identified as a key factor contributing to the increased failure rates observed after locking plate (LP) fixation for unstable proximal humerus fractures (PHFs). Recent studies have reported promising biomechanical and clinical outcomes with the use of LP fixation augmented by an additional plate for medial column stabilization. The current article provides an overview of the available clinical literature for dual plate fixation of unstable PHFs with medial column instability. Materials and methods: For the arrangement of this narrative, non-sys

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KUMAR, ABHINAV, S. K. PANDA, and RAJESH KUMAR. "DYNAMIC INSTABILITY OF COMPOSITE SKEW PLATES USING BOUNDARY CHARACTERISTIC ORTHOGONAL POLYNOMIALS." International Journal of Applied Mechanics 06, no. 06 (2014): 1450078. http://dx.doi.org/10.1142/s1758825114500781.

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Dynamic instability analysis of laminated composite skew plate for different skew angles subjected to different type of linearly varying in-plane loadings is investigated. The analysis also includes the instability of skew plate under uniform bi-axial in-plane loading. The skew plate structural model is based on higher order shear deformation theory (HSDT), which accurately predicts the numerical results for thick skew plate. The total energy functional is derived for the skew plates from total potential energy and kinetic energy of the plate. The strain energy which is the part of total poten

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3

Burks, Jesse B., James S. Comerford, and Alexandra Buk. "Additional Uses of the DePuy TiMAX Spider Plate." Journal of the American Podiatric Medical Association 93, no. 5 (2003): 406–7. http://dx.doi.org/10.7547/87507315-93-5-406.

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Surianinov, Mykola, and Irina Korneeva. "EXPERIMENTAL STUDIES OF SERIAL REINFORCED CONCRETE PAG SLAB WITH ADDITIONAL STEEL FIBER REINFORCEMENT." Spatial development, no. 5 (November 24, 2023): 201–11. http://dx.doi.org/10.32347/2786-7269.2023.5.201-211.

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Thus, in laboratory conditions, experimental studies of the bearing capacity and crack resistance of a serial PAG plate with additional steel fiber reinforcement in the amount of 1% were carried out. In accordance with the regulatory documents in force in Ukraine, one of two possible load schemes was considered ― when loaded by a concentrated force applied to the cantilever part of the slab. The plate was tested on a specially made stand consisting of four support racks connected in pairs by beams on which the plate rested. The load was applied across the width of the slab in steps of 0.04 fro

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5

Voropay, Alexey, and Pavel Yegorov. "THE INFLUENCE OF MASS AND INERTIAL CHARACTERISTICS OF AN ADDITIONAL VISCOELASTIC SUPPORT IN THE NONSTATIONARY DEFORMING OF A RECTANGULAR PLATE." Bulletin of the National Technical University "KhPI". Series: Mathematical modeling in engineering and technologies, no. 1 (March 5, 2021): 15–23. http://dx.doi.org/10.20998/2222-0631.2020.01.02.

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The nonstationary loading of a mechanical system consisting of a rectangular elastic isotropic plate and an additional viscoelastic support is investigated. The main attention is devoted to taking into account the mass and inertial characteristics of the additional viscoelastic support during modeling. As the main object, to which an additional support is attached, a plate of medium thickness within the framework of Timoshenko's hypotheses is considered. Since the focus of the paper is on the influence of the additional support, the plate itself is assumed to be hinged for simplicity of its mo

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6

Prasetyo, Ari, Eki Rovianto, Dimas Adika, et al. "The Effect of Additional Baffle Plates on Double-Stage Gravitational Water Vortex Turbine." Civil Engineering Journal 11, no. 2 (2025): 580–95. https://doi.org/10.28991/cej-2025-011-02-011.

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A Gravitational Vortex Water Turbine (GWVT) is an appropriate device to harness the kinetic energy of water to convert it into rotational mechanical energy in low-head. The water flow is directed into a circular basin, which can produce a vortex and can rotate the turbine blades. Turbine performance is influenced by the shape of the blade, so an optimal blade shape is required. Turbine performance is influenced by the shape of the blades, which can rotate optimally. This study aims to determine the effect of adding baffle plates in the blade on the performance of two-stage GWVT using experimen

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7

Young, T. H., and M. Y. Wu. "Dynamic Stability of Disks With Periodically Varying Spin Rates Subjected to Stationary In-Plane Edge Loads." Journal of Applied Mechanics 71, no. 4 (2004): 450–58. http://dx.doi.org/10.1115/1.1753267.

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This paper presents an analysis of dynamic stability of an annular plate with a periodically varying spin rate subjected to a stationary in-plane edge load. The spin rate of the plate is characterized as the sum of a constant speed and a small, periodic perturbation. Due to this periodically varying spin rate, the plate may bring about parametric instability. In this work, the initial stress distributions caused by the periodically varying spin rate and the in-plane edge load are analyzed first. The finite element method is applied then to yield the discretized equations of motion. Finally, th

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8

Zhang, Hao, Jiantao Li, Jianfeng Zhou, et al. "Finite Element Analysis of Different Double-Plate Angles in the Treatment of the Femoral Shaft Nonunion with No Cortical Support opposite the Primary Lateral Plate." BioMed Research International 2018 (July 31, 2018): 1–8. http://dx.doi.org/10.1155/2018/3267107.

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Objectives. We evaluated the biomechanical outcome of different plate fixation strategies (the single plate construct, 45° double-plate construct, 90° double-plate construct, 135° double-plate construct, and 180° double-plate construct) used for the fixation of the femoral shaft nonunion with no cortical support opposite the primary lateral plate. This may help surgeons choose the optimal therapy to the femoral shaft nonunion. Methods. The femoral shaft nonunion with no medial support and the models of lateral plate and medial plate was constructed in 3-matic software and UG-NX software, respe

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9

Yang, Xiuying, Yuzhuo Wang, Yongxin Liu, and Zhenyu Wei. "Experimental Study and Numerical Simulation on Mechanical Properties of the Bottom Plate in the Assembled Composite Slab with Additional Steel Trusses." Advances in Civil Engineering 2021 (September 29, 2021): 1–8. http://dx.doi.org/10.1155/2021/7240994.

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The composite slab with steel trusses is composed of precast bottom plate and cast-in-place concrete. In engineering applications, cracks often appear in the bottom plate before casting the upper concrete, which even leads to the failure of the composite slab. To improve the crack resistance of the slab, a composite slab with additional steel trusses is proposed; that is, on the basis of the original longitudinal steel trusses, the transverse steel trusses are added. Static test and numerical analysis were carried out on the bottom plate of the new type of composite slab with the additional tr

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10

Du, Yipeng, Yongbo Shao, and Ling Zhong. "Repairing damaged steel plate shear wall with additional ribs." Structures 41 (July 2022): 222–34. http://dx.doi.org/10.1016/j.istruc.2022.05.020.

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11

TEIXEIRA, A. P., and C. GUEDES SOARES. "RELIABILITY OF LOAD BEARING STEEL PLATES SUBJECTED TO LOCALISED HEAT LOADS." International Journal of Reliability, Quality and Safety Engineering 13, no. 02 (2006): 97–113. http://dx.doi.org/10.1142/s0218539306002148.

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A reliability formulation is presented for thermally insulated load bearing plates subjected to the localized heat loading. The limit state function is defined in terms of stresses, which account for the additional in-plane compressive loads that the plate will sustain before collapse. The collapse strength of plates is determined with a non-linear finite element code that accounts for the elasto-plastic behavior and for the changes in material properties with temperature. A first order second moment approach is presented to quantify the uncertainty of the heat loads and to describe the import

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12

Kerwin, S., G. Hosgood, M. Rooney, E. Pluhar, D. Pelsue, and R. B. Fitch. "Radiographic evaluation and comparison of triple pelvic osteotomy with and without additional ventral plate stabilization in forty dogs - part 1." Veterinary and Comparative Orthopaedics and Traumatology 15, no. 03 (2002): 164–71. http://dx.doi.org/10.1055/s-0038-1632732.

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SummaryTriple pelvic osteotomies (IPO) were evaluated in 40 clinical cases. In 39 cases, these were young dogs with hip dysplasia; in one case, the TPO was used as a correction for a hip luxation. Unilateral TPOs were performed in twenty patients, twelve with traditional TPO (without additional ventral plate) and eight with additional ventral plate fixation. Bilateral TPOs were performed in twenty patients, thirteen with traditional TPO and seven with additional ventral plate. In traditional TPOs, evidence of implant failure occurred in 5 of 12 unilateral and 11 of 13 bilateral procedures. In

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13

Bert, C. W., and M. Malik. "Frequency Equations and Modes of Free Vibrations of Rectangular Plates with Various Edge Conditions." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 208, no. 5 (1994): 307–19. http://dx.doi.org/10.1243/pime_proc_1994_208_133_02.

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This paper considers linear free vibrations of thin isotropic rectangular plates with combinations of the classical boundary conditions of simply supported, clamped and free edges and the mathematically possible condition of guided edges. The total number of plate configurations with the classical boundary conditions are known to be twenty-one. The inclusion of the guided edge condition gives rise to an additional thirty-four plate configurations. Of these additional cases, twenty-one cases have exact solutions for which frequency equations in explicit or transcendental form may be obtained. T

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14

Ciba, Ewelina, Paweł Dymarski, and Mirosław Grygorowicz. "Heave Plates – The Influence of the Plate-Diameter -to-Cylinder-Diameter Ratio, Holes, and Pitch on the Hydrodynamic Coefficients." Polish Maritime Research 32, no. 2 (2025): 38–49. https://doi.org/10.2478/pomr-2025-0019.

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Abstract The paper presents the results of calculations of the hydrodynamic coefficients of the heave plate using RANSECFD (Reynolds-Averaged Navier-Stokes Equations - Computational Fluid Dynamic). The obtained values were confirmed by research results available in the literature and were used to draw new conclusions on the studied issue. The calculations were performed for a wide range of Keulegan Carpenter (KC) numbers from 0.15−6.2. Plates with different plate-diameter-to-cylinder-diameter ratios (Dp/Dc = [1.4;2;4;6]) were tested, and it was found that for a KC number < 2, the greatest d

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15

Koreneva, Elena. "UNSYMMETRIC OSCILLATIONS OF ANISOTROPIC PLATEHAVING AN ADDITIONAL MASS." International Journal for Computational Civil and Structural Engineering 17, no. 1 (2021): 48–54. http://dx.doi.org/10.22337/2587-9618-2021-17-1-48-54.

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The problem of unsymmetric oscillations of circular plate made from anisotropic material is examined. The plate under consideration has an additional point mass attached offthe center or a system of additional masses. Also the oscillations of anisotropic circular plate with a point support placed offthe center are studied. The exact analytical approach is used for the decision of the above-mentioned problems; the method of compensating loads is applied. For this aim the basic and the compensating solutions are received. The basic solution satisfiesto the resolving differentialequation of the p

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16

Eremin, Anton, Ekaterina Stefanyuk, and Liubov Abisheva. "Research on Heat Conductivity with a Time-Varying Heat Source." Applied Mechanics and Materials 698 (December 2014): 637–42. http://dx.doi.org/10.4028/www.scientific.net/amm.698.637.

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Using additional boundary conditions in the integral method of the heat balance, an approximate analytical solution to the heat conduction problem for an endless plate with time-varying heat sources has been found. It is shown that with any heat source capacity an unlimited plate temperature increase takes place in the course of time.

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17

Voropay, Alexey, and Pavel Yegorov. "EXTRACTION OF ELASTIC, VISCOUS AND INERTIAL COMPONENTS FROM THE TOTAL REACTION OF AN ADDITIONAL SUPPORT ATTACHED TO A RECTANGULAR PLATE." Bulletin of the National Technical University "KhPI". Series: Mathematical modeling in engineering and technologies, no. 2 (November 30, 2021): 20–28. http://dx.doi.org/10.20998/2222-0631.2021.02.03.

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The paper deals with a mechanical system consisting of a hinged rectangular plate and an additional viscoelastic support with considering its mass-inertia. The impact of the characteristics of additional support on the plate strained state is studied by an original approach of extracting elastic, viscous and inertial components from the total reaction. The plate is assumed to be medium thickness, elastic and isotropic. The Timoshenko hypothesis is used for deformation equations. The external non-stationary force initiates plate vibrations. The impact of the additional support is replaced by th

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18

Yi, Shengxian, Zhongjiong Yang, Liqiang Zhou, and Gaofeng Zhang. "The Effect of Brush Plate Structure and Operating Parameters on the Energy Consumption of Electrolytic Cells." Processes 9, no. 12 (2021): 2186. http://dx.doi.org/10.3390/pr9122186.

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The nickel powder brush plate is a core component of the direct contact between the cleaning machine and cathode plate of an electrolyzer, and its movement in the electrolytic cell will affect the energy consumption of the electrolyzer. In order to optimize the structure of the brush plate, a cleaning trolley brush plate was taken as the research object, a mathematical model of its electrolyzer was established, and the reliability was subsequently verified. The influence of the structural and operating parameters of the brush plate on the energy consumption of the electrolytic cell was studied

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19

K., Shabla, and Chitaranjan Pany. "Finite element structural analysis of simply supported solid and stiffened plates: A comparative study." Mechanical Engineering Advances 3, no. 1 (2024): 1405. https://doi.org/10.59400/mea1405.

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A structure’s form and shape influence how it behaves when loaded. This was achieved by contrasting the stiffened plate’s performance with that of a solid plate made of the same material and volume. The results have demonstrated that bending stress in stiffened plates is decreased when a solid plate of the same material and volume is transformed into a stiffened plate. Because stiffened plates have a higher strength to weight ratio than solid plates, this supports the recommendation of stiffened plates for a variety of technical applications. In order to determine the impact of stiffener orien

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20

K., Shabla, and Chitaranjan Pany. "Finite element structural analysis of simply supported solid and stiffened plates: A comparative study." Mechanical Engineering Advances 3, no. 1 (2024): 1405. http://dx.doi.org/10.59400/mea.v3i1.1405.

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A structure’s form and shape influence how it behaves when loaded. This was achieved by contrasting the stiffened plate’s performance with that of a solid plate made of the same material and volume. The results have demonstrated that bending stress in stiffened plates is decreased when a solid plate of the same material and volume is transformed into a stiffened plate. Because stiffened plates have a higher strength to weight ratio than solid plates, this supports the recommendation of stiffened plates for a variety of technical applications. In order to determine the impact of stiffener orien

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21

Wei, Wenming, Dimitrios Chronopoulos, and Han Meng. "Broadband Vibration Attenuation Achieved by 2D Elasto-Acoustic Metamaterial Plates with Rainbow Stepped Resonators." Materials 14, no. 17 (2021): 4759. http://dx.doi.org/10.3390/ma14174759.

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This paper investigates the influences of nonperiodic rainbow resonators on the vibration attenuation of two-dimensional metamaterial plates. Rainbow metamaterial plates composed of thin host plates and nonperiodic stepped resonators are considered and compared with periodic metamaterial plates. The metamaterial plates are modelled with the finite element modelling method and verified by the plane wave expansion method. It was found that the rainbow metamaterial plates with spatially varying resonators possess broader vibration attenuation bands than the periodic metamaterial plate with the sa

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22

Rolf, Bader. "Additional modes in transients of a Balinese Gender dasa plate." Journal of the Acoustical Society of America 116, no. 4 (2004): 2621. http://dx.doi.org/10.1121/1.4785453.

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23

Avery, C. M. E. "An additional use for the champy plate in maxillary osteotomy." British Journal of Oral and Maxillofacial Surgery 25, no. 5 (1987): 437–38. http://dx.doi.org/10.1016/0266-4356(87)90097-0.

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24

Anish, Abhay Chaubey, Ajay Kumar, Bartłomiej Kwiatkowski, Danuta Barnat-Hunek, and Marcin K. Widomski. "Bi-Axial Buckling of Laminated Composite Plates Including Cutout and Additional Mass." Materials 12, no. 11 (2019): 1750. http://dx.doi.org/10.3390/ma12111750.

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In the presented paper, a study of bi-axial buckling of the laminated composite plate with mass variation through the cutout and additional mass is carried out using the improved shear deformation theory (ISDT). The ISDT mathematical model employs a cubic variation of thickness co-ordinates in the displacement field. A realistic parabolic distribution of transverse shear strains through the plate thickness is assumed and the use of shear correction factor is avoided. A C° finite element formulation of the mathematical model is developed to analyze the buckling behavior of laminated composite p

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25

Li, Fa Xiong, Jian Guo Nie, Jing Quan Zhang, and Wan Heng Li. "Elatic Bending and Buckling of Steel-Concrete Composite Plate Considering Slip Effect." Applied Mechanics and Materials 90-93 (September 2011): 988–93. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.988.

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Steel-concrete composite plates are formed using steel plates connected to a concrete slabs by means of welded stud shear connectors. The flexibility of connection between the steel plates and concrete gives rise to interface slip and additional deflection. An analytical model considering slip effect for composite plate is presented in this paper. Analytical solutions for deformation of composite plate under lateral load and elastic critical buckling load of composite plate under axial compressive load are deserved. The model and the solutions are then validated by means of finite element anal

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26

Lyakhovich, Leonid, Pavel Akimov, and Nikita Mescheulov. "FORMATION OF COMPUTATIONAL SCHEMES OF ADDITIONAL TARGETED CONSTRAINTS THAT REGULATE THE FREQUENCY SPECTRUM OF NATURAL OSCILLATIONS OF ELASTIC SYSTEMS WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM, THE DIRECTIONS OF MOVEMENT OF WHICH ARE PARALLEL, BUT DO NOT LIE IN THE SAME PLANE." International Journal for Computational Civil and Structural Engineering 18, no. 4 (2022): 71–81. http://dx.doi.org/10.22337/2587-9618-2022-18-4-71-81.

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For some elastic systems with a finite number of degrees of freedom of masses, in which the directions of mass movement are parallel and lie in the same plane (for example, rods), special methods have been developed for creating additional constraints, the introduction of each of which purposefully increases the value of only one natural frequency and does not change any from the natural modes. The method of forming a matrix of additional stiffness coefficients that characterize such targeted constraint in this problem can also be applied when solving a similar problem for elastic systems with

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27

Suciu, Mircea, Raluca Nerișanu, and Delia Drăgan. "Behaviour Analysis of a Cross-Girder to Tie-Girder Connection at a Road Bridge Structure." Ovidius University Annals of Constanta - Series Civil Engineering 22, no. 1 (2020): 33–40. http://dx.doi.org/10.2478/ouacsce-2020-0004.

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Abstract This paper presents several theoretical issues regarding the behaviour and calculus of the connections made with end plates and bolts, including the cover plate for the tensile stress flange. An example for calculating the hybrid connection solution is also provided, when end plates are joined together with bolts and an additional cover plate over the joint area, at the elongated flange of the girder, a solution applied for a bridge for which the feasibility study was performed.

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28

Staudigl, Elisabeth, Michael Krommer, and Yury Vetyukov. "Finite deformations of thin plates made of dielectric elastomers: Modeling, numerics, and stability." Journal of Intelligent Material Systems and Structures 29, no. 17 (2017): 3495–513. http://dx.doi.org/10.1177/1045389x17733052.

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In this article, we present a nonlinear theory for thin plates, which are made of incompressible electroded dielectric elastomer layers. The layers are assumed to exhibit a neo-Hookean elastic behavior, and the effect of the electrostatic forces is taken into account by means of the electrostatic stress tensor. A plane state of stress is imposed on the total stress tensor, based on which two-dimensional constitutive relations for the plate are derived. A geometrically nonlinear formulation for the plate as a material surface is devloped, and solutions are computed using nonlinear finite elemen

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29

Varelis, Dimitris, and Dimitris A. Saravanos. "Small-Amplitude Free-Vibration Analysis of Piezoelectric Composite Plates Subject to Large Deflections and Initial Stresses." Journal of Vibration and Acoustics 128, no. 1 (2005): 41–49. http://dx.doi.org/10.1115/1.2128637.

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A coupled theoretical and computational framework is presented for analyzing the small amplitude-free vibrational response of composite laminated plates with piezoelectric actuators and sensors, subject to nonlinear effects due to large rotations and initial stresses. Coupled laminate mechanics incorporating nonlinear governing equations with mixed-field shear-layerwise assumptions for the piezoelectric laminate are implemented. A finite element method is formulated to yield the linearized discrete dynamic equations of a piezocomposite plate on top of its nonlinear electrostatic response, and

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30

Yeh, Chang Tsang, Tian Min Ma, Shu Cheng Lin, Tzung Wei Lin, Ho Cheng Chen, and Wei Chin Hong. "The Comparison of the Oil-Water Retained Rate between the Different Style Plates." Applied Mechanics and Materials 440 (October 2013): 266–68. http://dx.doi.org/10.4028/www.scientific.net/amm.440.266.

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Purpose: the purpose of this study was to compare the difference of the oil-water retained rate between different style plates. Methods: An ordinary commercial plate and the patented new health plate were used in the same meal program, and the oil-water retention were calculated for each meals. Results: Oil-water retention in patented dish was significantly more than the ordinary plate. Conclusions: Patented new plate has designed an additional V-shaped grooves which can keep more oil and water stay in the plate, and this new plate can fix vegetable, fruit, protein in the proportion to be a ba

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31

Hosgood, G., A. Staatz, and R. B. Fitch. "Biomechanical evaluation of triple pelvic osteotomy with and without additional ventral plate stabilization." Veterinary and Comparative Orthopaedics and Traumatology 15, no. 03 (2002): 145–49. http://dx.doi.org/10.1055/s-0038-1632729.

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SummaryThe triple pelvic osteotomy (TPO) is commonly performed for immature dogs with hip dysplasia despite screw loosening being a prevalent complication. A technique to diminish the incidence of screw loosening by reducing motion at the ilial osteotomy and reducing implant migration, was evaluated. Standard triple pelvic osteotomies, and triple pelvic osteotomies with additional ventral plate stabilization, were performed and biomechanically evaluated in canine cadaver pelves. Additional ventral plate fixation was found to significantly improve axial bending stiffness of TPOs. In vitro cycli

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32

Pawlus, Dorota. "Dynamic Response of Three-Layered, Annular Plate with Thick Core." Archive of Mechanical Engineering 62, no. 3 (2015): 315–32. http://dx.doi.org/10.1515/meceng-2015-0018.

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Abstract The paper presents the solutions, calculation results and dynamic observations of three-layers, annular plate with thick core subjected to increasing in time load. The presented solutions use approximate methods: orthogonalization method and finite difference method in analytical and numerical solution of the problem, and finite element method. The observed phenomenon of the reduction of critical load values of the plates, in which the buckling mode is not global and there are different additional deflections of respective plate layers was comprehensively analysed in order to evaluate

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33

Konin, D. V., A. R. Olurombi, and N. A. Tuvaev. "EXPERIMENTAL INVESTIGATION OF END-PLATE 4-WAY BEAMS TO COLUMN CONNECTION." STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS 313, no. 2 (2024): 63–71. http://dx.doi.org/10.37538/0039-2383.2024.2.63.71.

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The paper considers the 4-way end-plate I-beams to the I-column connections. Сonsidered joints do not have additional members such as stiffeners and haunches. Numerical models of such «lightweight» end-plate connections are analyzed and the results of experimental studies are presented. It was found that the end-plates adjacent to the column wall have a reinforcing effect, the deformability and stiffness of the 4-way end-plate joints were evaluated, and the need to take into account the real stiffness of such joints in analysis of building frame was noted.

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Hagmann, Alexander, Robert Schappacher, Sebastian Pietzka, et al. "Comparison of Laser-Sintered and Milled Patient-Specific Reconstruction Plates for Complications and Outcomes in Mandibular Defects—Comparative Analysis of a Single-Center Cohort." Journal of Personalized Medicine 13, no. 4 (2023): 648. http://dx.doi.org/10.3390/jpm13040648.

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CAD/CAM-manufactured implants are increasingly becoming the standard in current therapy. The question of whether the manufacturing-related rougher surface of selective laser fusion plates compared to milled, smoother reconstruction plates leads to increased postoperative complications such as infections, plate exposure, and fistulas has not yet been determined. A retrospective analysis of 98 patients who underwent surgical treatment with either a selective laser fusion plate or a milled reconstruction plate at our hospital was performed. The only significant predictors of the revision risk wer

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Abdul-Majeed, Wael R., Muhsin J. Jweeg, and Adnan N. Jameel. "THERMAL BUCKLING OF RECTANGULAR PLATES WITH DIFFERENT TEMPERATURE DISTRIBUTION USING STRAIN ENERGY METHOD." Journal of Engineering 17, no. 05 (2011): 1047–65. http://dx.doi.org/10.31026/j.eng.2011.05.02.

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By using governing differential equation and the Rayleigh-Ritz method of minimizing the total potential energy of a thermoelastic structural system of isotropic thermoelastic thin plates, thermal buckling equations were established for rectangular plate with different fixing edge conditions and with different aspect ratio. The strain energy stored in a plate element due to bending, mid-plane thermal force and thermal bending was obtained. Three types of thermal distribution have been considered these are: uniform temperature, linear distribution and non-linear thermal distribution across thick

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Tomašegović, Tamara, Sanja Mahović Poljaček, Maja Strižić Jakovljević, and Raša Urbas. "Effect of the Common Solvents on UV-Modified Photopolymer and EPDM Flexographic Printing Plates and Printed Ink Films." Coatings 10, no. 2 (2020): 136. http://dx.doi.org/10.3390/coatings10020136.

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The aim of this research was to analyze the influence of the solvents commonly used in flexography on photopolymer and ethylene propylene diene monomer (EPDM) flexographic printing plates and prints. EPDM plates are recommended when the reproduction process includes a higher amount of the solvents or aggressive solvents. Since additional UV treatment of flexographic printing plates could decrease the interaction between the plate and solvent, photopolymer and EPDM plates were treated with varied UV radiation and exposed to different types of solvents. Effects of the UV treatment and of the sol

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Lin, Pey-Yi, Anthony P. Gibson, John F. Teichgraeber, and Matthew R. Greives. "Resorbable Plates in Secondary Cleft Nasal Reconstruction." Cleft Palate-Craniofacial Journal 55, no. 2 (2017): 226–30. http://dx.doi.org/10.1177/1055665617723924.

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Objective: The authors report on the use and complications of alloplastic resorbable plates and compare their use to autologous cartilage grafts in secondary cleft nasal reconstruction. Design: Institutional review board (IRB)–approved retrospective chart review. Setting: Texas Cleft-Craniofacial Center at the McGovern Medical School at the University of Texas Health Sciences Center at Houston. Patients: Patients with unilateral or bilateral cleft lip nasal deformity who have undergone secondary correction of their nasal deformity with at least 1-year follow-up. Interventions: During their rec

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Markolefas, Stylianos, and Dimitrios Fafalis. "Strain Gradient Theory Based Dynamic Mindlin-Reissner and Kirchhoff Micro-Plates with Microstructural and Micro-Inertial Effects." Dynamics 1, no. 1 (2021): 49–94. http://dx.doi.org/10.3390/dynamics1010005.

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In this study, a dynamic Mindlin–Reissner-type plate is developed based on a simplified version of Mindlin’s form-II first-strain gradient elasticity theory. The governing equations of motion and the corresponding boundary conditions are derived using the general virtual work variational principle. The presented model contains, apart from the two classical Lame constants, one additional microstructure material parameter g for the static case and one micro-inertia parameter h for the dynamic case. The formal reduction of this model to a Kirchhoff-type plate model is also presented. Upon diminis

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Zhuang, Yunqiang, Yadi Zhang, Long Zhou, Jun Zhang, Gangqiang Jiang, and Ji Wu. "Management of comminuted mid-shaft clavicular fractures: Comparison between dual-plate fixation treatment and single-plate fixation." Journal of Orthopaedic Surgery 28, no. 2 (2020): 230949902091579. http://dx.doi.org/10.1177/2309499020915797.

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Background: We consider dual-plate fixation to improve construct rigidity in cases with fracture complexity. The purpose of this study is to compare the rate of nonunion, prognosis, and complications at 6–12 months for surgically treated acute mid-shaft clavicle fractures when extra-periosteal dual-plate fixation is used in place of the conventional single-plate fixation. Materials and Methods: The comparative study was conducted on 47 patients who received acute mid-shaft clavicular fracture treatment in our hospital from March 2015 to July 2018. All patients were divided into dual-plate fixa

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Bansevičius, Ramutis, Sigita Navickaitė, Vytautas Jūrėnas, Dalius Mažeika, and Aušra Žvironienė. "Excitation of 2D resonant oscillations in piezoelectric plate with additional masses." Journal of Vibroengineering 19, no. 3 (2017): 1930–36. http://dx.doi.org/10.21595/jve.2016.18032.

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Yanyutin, E. G., and A. V. Voropay. "Controlling nonstationary vibrations of a plate by means of additional loads." International Journal of Solids and Structures 41, no. 18-19 (2004): 4919–26. http://dx.doi.org/10.1016/j.ijsolstr.2004.04.022.

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Lyakhovich, Leonid, Pavel Akimov, and Nikita Mescheulov. "FORMATION OF COMPUTATIONAL SCHEMES OF ADDITIONAL TARGETED CONSTRAINTS THAT REGULATE THE FREQUENCY SPECTRUM OF NATURAL OSCILLATIONS OF ELASTIC SYSTEMS WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM, THE DIRECTIONS OF MOVEMENT OF WHICH ARE PARALLEL, BUT DO NOT LIE IN THE SAME PLANE." International Journal for Computational Civil and Structural Engineering 18, no. 3 (2022): 137–46. http://dx.doi.org/10.22337/2587-9618-2022-18-3-137-146.

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For some elastic systems with a finite number of degrees of freedom of masses, in which the direc-tions of mass movement are parallel and lie in the same plane (for example, rods), special methods have been developed for creating additional constraints, the introduction of each of which purposefully increases the value of only one natural frequency and does not change any from the natural modes. The method of forming a matrix of additional stiffness coefficients that characterize such targeted constraint in this problem can also be applied when solving a similar problem for elastic systems wit

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Leissa, Arthur W. "A Review of Laminated Composite Plate Buckling." Applied Mechanics Reviews 40, no. 5 (1987): 575–91. http://dx.doi.org/10.1115/1.3149534.

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A brief overview is presented of considerations involved in the buckling of composite plates made of laminae having continuous, parallel fibers. Such plates are governed by orthotropic or anisotropic plate buckling theory for laminates which are symmetrically stacked with respect to the plate midplane. Unsymmetric laminates require a more complicated theory with bending-stretching coupling. Additional complicating factors are considered, including: interior holes, shear deformation, sandwich construction involving other materials, local effects, nonlinear stress-strain relationships, hygrother

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Li, Fa Xiong, Qian Liu, and Hou Qing Huang. "Buckling Behaviors of Steel-Concrete Composite Plate." Applied Mechanics and Materials 405-408 (September 2013): 2544–49. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.2544.

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The flexibility of connection between the steel plate and concrete slab gives rise to interface slip and additional deflection. A method of analysis for steel-concrete composite plate with slip effect resulting from studs is presented. The basic idea is to place a hypothetical thin shear-layer between steel and concrete slab, where all the shear deformation is concentrated in the thin layer. Analytical solutions for elastic critical buckling load of composite plate considering slip effect under axial compressive and pure shear are derived. The theory model and the solutions are then validated

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Lazarev, N. P., D. Y. Nikiforov, and N. A. Romanova. "EQUILIBRIUM PROBLEM FOR A TIMOSHENKO PLATE CONTACTING BY THE SIDE AND FACE SURFACES." Челябинский физико-математический журнал 8, no. 4 (2023): 528–41. http://dx.doi.org/10.47475/2500-0101-2023-8-4-528-541.

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A new model for a Timoshenko plate contacting by the side surface or the edge of the bottom surface (with respect to the chosen coordinate system) with a rigid obstacle of a given configuration is justified. The non-deformable obstacle is defined by a cylindrical surface, the generators of which are perpendicular to the middle plane of the plate, as well as by a part of the plane that is parallel to the middle plane of the plate. A corresponding variational problem is formulated as a minimization of an energy functional over a non-convex set of admissible displacements. The set of admissible d

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Voropay, A. V., and P. A. Yehorov. "DIVIDING OF THE FULL REACTION OF THE ADDITIONAL SUPPORT CONTACTING WITH THE PLATE INTO VISCOUS, ELASTIC AND INERTIAL COMPONENTS." Journal of Numerical and Applied Mathematics, no. 1 (135) (2021): 80–86. http://dx.doi.org/10.17721/2706-9699.2021.1.10.

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An original approach for dividing the reaction of a viscoelastic support into inertial, viscous and elastic components is proposed to assess the effect of various characteristics of additional supports on the deformed state of structural elements. The effectiveness of the proposed approach was tested for a mechanical system consisting of a rectangular isotropic plate of medium thickness, hinged-supported along the contour, and an additional concentrated viscoelastic support, taking into account its mass-inertial characteristics. The deformation of the plate is considered within the framework o

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Sakong, Seung-yeob, Jae-Woo Cho, Beom-Soo Kim, Sung-Jun Park, Eic-Ju Lim, and Jong-Keon Oh. "The Clinical Efficacy of Contouring Periarticular Plates on a 3D Printed Bone Model." Journal of Personalized Medicine 13, no. 7 (2023): 1145. http://dx.doi.org/10.3390/jpm13071145.

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We report our experience of preoperative plate contouring for periarticular fractures using three-dimensional printing (3DP) technology and describe its benefits. We enrolled 34 patients, including 11 with humerus midshaft fractures, 12 with tibia plateau fractures, 2 with pilon fractures, and 9 with acetabulum fractures. The entire process of plate contouring over the 3DP model was videotaped and retrospectively analyzed. The total time and number of trials for the intraoperative positioning of precontoured plates and any further intraoperative contouring events were prospectively recorded. T

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Suleiman, Osama Mohammed Elmardi, Mahmoud Yassin Osman, and Tagelsir Hassan. "Stability of thin laminated decks plates under plane compressive loading." International research journal of engineering, IT & scientific research 5, no. 2 (2019): 1–28. http://dx.doi.org/10.21744/irjeis.v5n2.607.

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It was found that symmetric laminates are stiffer than the anti – symmetric one due to coupling between bending and stretching which decreases the buckling loads of symmetric laminates. The buckling load increases with increasing aspect ratio, and decreases with increase in modulus ratio. The buckling load will remain the same even when the lamination order is reversed. The buckling load increases with the mode number but at different rates depending on the type of end support. It is also observed that as the mode number increases, the plate needs additional support.

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Latorre, R., and V. Birman. "Note on Post-Welded Hull Plate Load-Displacement Behavior." Journal of Ship Production 2, no. 02 (1986): 69–73. http://dx.doi.org/10.5957/jsp.1986.2.2.69.

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Initial imperfections occur during the ship production process as a result, primarily, of welding and forming. In some cases these imperfections can change significantly the compressive strength of the ship hull plates. To determine whether this will occur or not requires knowledge of the hull plate load-deflection behavior as well as the plate yield conditions. This paper presents a linear analysis of the load-deflection response for plates with different aspect and slenderness ratios. It is shown that for plates with an aspect ratio less than 2.45, the relationship can be determined. It is r

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Bypour, Maryam, Benyamin Kioumarsi, and Mahdi Kioumarsi. "Investigation of Failure Mechanism of Thin Steel Plate Shear Wall in RC Frame." Key Engineering Materials 803 (May 2019): 314–21. http://dx.doi.org/10.4028/www.scientific.net/kem.803.314.

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In this paper, the behavior of steel plate shear wall (SPSW) in the reinforced concrete frame (RCF) has been studied numerically. Three different connections have been proposed to connect SPSW to RCF. In the first connection, fish plates, while in the second one, combination of fish plates and studs transfer forces between SPSW and RCF. In the third connection, there is no direct connection between the infill plate and RCF, and additional steel frame has been used for connecting of the infill plate. The results demonstrate that, load carrying capacity increases in all the specimens comparing t

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