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Journal articles on the topic 'Of plates'

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Author: Grafiati

Published: 27 July 2024

Last updated: 29 July 2024

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1

Gordienko, Yuri, Elena Zasimchuk, and Rimma Gontareva. "Heterogeneous Pattern Formation at Aluminum Surface — Fourier, Morphology and Fractal Analysis." Materials Science Forum 567-568 (December 2007): 169–72. http://dx.doi.org/10.4028/www.scientific.net/msf.567-568.169.

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Surface analysis of the aluminum thin plates plastically deformed under constrained cyclic deformation was performed by Fourier, morphology and fractal techniques. The plates are used for estimation of deformation damage and fracture in places with a priori known homogeneous and heterogeneous strain distribution. Advantages and disadvantages of Fourier, morphology and fractal techniques for characterization of the intersections and projections are discussed in the context of its applicability to investigation of plastic deformation and fracture (persistent strain planes and directions, strain localization angles and places, etc.).

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2

Maquoi, R., and M. Skaloud. "Stability of plates and plated structures." Journal of Constructional Steel Research 55, no. 1-3 (July 2000): 45–68. http://dx.doi.org/10.1016/s0143-974x(99)00077-2.

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3

Lim, Teik Cheng. "Auxetic Plates on Auxetic Foundation." Advanced Materials Research 974 (June 2014): 398–401. http://dx.doi.org/10.4028/www.scientific.net/amr.974.398.

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Auxetic solids are materials that exhibit negative Poisson’s ratio. This paper evaluates the maximum stresses in point-loaded (a) auxetic plates on conventional elastic foundation, (b) conventional plates on auxetic elastic foundation, and (c) auxetic plates on auxetic elastic foundation vis-à-vis conventional plates on conventional elastic foundation. Using thick plate theory for infinite plates on elastic foundation, it was found that in most cases the auxetic plates and auxetic foundation play the primary and secondary roles, respectively, in reducing the plate’s maximum stresses. It is herein suggested that, in addition to materials selection technique and other design considerations, the use of auxetic plates and/or auxetic foundation be introduced for reducing stresses in plates on elastic foundations.

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4

VLASKIN, M. S., A. V. GRIGORENKO, E. I. SHKOLNIKOV, and A. S. ILYUKHIN. "GOLD-PLATED TITANIUM VS CARBON-IMPLANTED TITANIUM AS MATERIAL FOR BIPOLAR PLATES IN PEM FUEL CELLS." Surface Review and Letters 26, no. 08 (September 5, 2019): 1950038. http://dx.doi.org/10.1142/s0218625x19500380.

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Three different types of current-collecting plates for air-hydrogen PEM fuel cell were manufactured and tested: unmodified titanium plates; gold-plated titanium plates and titanium plates treated by carbon ions implantation. It was shown that the applied surface modifications reduce contact resistance between titanium plate and carbon gas diffusion layer. Total ohmic resistance of fuel cell is reduced by 1.8 and 1.4 times in case of gold-plated titanium and carbon-implanted titanium, respectively, in comparison with uncoated titanium. Although gold plating turned out to be more profitable than carbon ion implantation in terms of electrical characteristics, in the last case, the performance enhancement was reached without using precious metals, which at mass production must play more important role. This technology promises to reduce the cost of bipolar plates manufacturing, while maintaining high electrical performance of PEM fuel cells.

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5

Deng, Lang Ni, Hua Chen, and Kan Kang. "Flexural Strengthening of Reinforced Concrete Beams with Prestressed CFRP Plates." Advanced Materials Research 255-260 (May 2011): 3077–81. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.3077.

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Four medium -scale reinforced concrete beams were constructed and tested to investigate the effectiveness of external poststrengthening with prestressed carbon fiber reinforced polymer (CFRP) plates. The various variables included the strengthening method and the amount of prestressing. The experiments consisted of one control beam, one nonprestressed CFRP-bonded beam, and two prestressed CFRP-bonded beams, all the beams were subjected to four-point bending tests. In comparison to the control beam and the nonprestressed CFRP-bonded beam, the cracking load, yield load, ultimate load and stiffness of the beams with bonded prestressed CFRP plates were increased. The failure mode of the prestressed CFRP-plated beams was not debonding, but concrete crushing. After the debonding of the CFRP plates, the behaviour of the bonded CFRP-plated beams changed to that of unbonded CFRP-plated beams due to the effect of the anchorage system. The ductility of the beams strengthened with CFRP plates having the anchorage system was considered high if the ductility index was above 3.

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6

Li, Xinhai, Haixin Luo, Lingcheng Zeng, Chenxu Meng, and Yanhe Yin. "Faster R-CNN Algorithm Based Relay Protection Platen State Identification Method." Journal of Physics: Conference Series 2160, no. 1 (January 1, 2022): 012078. http://dx.doi.org/10.1088/1742-6596/2160/1/012078.

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Abstract Currently, the check of the relay protection pressure plate’s throw-out status is mainly carried out manually, due to the extremely large number of decompression plates, manual methods can cause detection errors due to fatigue. This paper proposes the processing of relay protection pressure plate photographs by using image processing techniques, the Faster R-CNN image recognition algorithm uses the feature of generating detection frames directly using RPN to identify the platen throwback status of the processed platen images, greatly improving the speed and accuracy of the detection frame generation. The experimental results show that, the method proposed in this paper effectively solves the problem of errors arising from manual verification checks of platen throwbacks, reduced workload for substation staff, the platen recognition rate can be over 98% correct.

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7

Soleimani, Ebrahim, Mohammad Reza Tabeshpour, and Mohammad Saeed Seif. "Parametric study of buckling and post-buckling behavior for an aluminum hull structure of a high-aspect-ratio twin hull vessel." Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment 234, no. 1 (August 24, 2019): 15–25. http://dx.doi.org/10.1177/1475090219868635.

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Metal plates are essential parts of structures such as ship hulls and offshore oil platforms. These plates are typically under compressive axial forces. Hence, one of the main mechanisms for failure and collapse of such structures is buckling of plates. Thus, for safe and secure design, buckling strength of plates should be evaluated. Finite element analysis techniques are perfect tools for this purpose because of the accuracy and flexibility for performing simulations with different variables. In this study, the strength of aluminum plates has been studied using finite element analysis software and it was tried to study the influence of variables such as initial imperfections, plate thickness and aspect ratio on plate strength. It was found that increase in the imperfection magnitude leads to a decrease in the strength of the plate. This is mostly noticed in thin plates because of the plate’s stiffness reduction. Although the plate’s aspect ratio has a slight effect on strength, it has a considerable impact on the failure mechanism. In order to study a combination of plates and stiffeners buckling behavior, part of a high-aspect-ratio twin hull vessel hull structure is assessed under bending moment. It is observed that longitudinal stiffeners at the bottom of the hull in linear analysis undergo the maximum stress, while in non-linear analysis, the maximum stress is spread along with the structure of the deck and bottom, and neutral axis tolerates the minimum stress.

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8

Fessler, H., and C. Pappalettere. "Plastic-Elastic strains in two-dimensional sections of partial-penetration fillet welds." Journal of Strain Analysis for Engineering Design 24, no. 1 (January 1, 1989): 15–21. http://dx.doi.org/10.1243/03093247v241015.

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The photoelastic coating technique was used to study plastic strains at the orthogonal intersections of plates, formed by welding two side plates, without weld preparation, to a main plate. Models were cut from this weldment, perpendicularly to the planes of the plates. These models were loaded by tension and pure bending applied to the side plates. Although yielding starts at the weld toes, it remains constrained there due to the greater strength of the heat-affected zone. Plastic collapse occurs in the ‘parent’ plate. This phenomenon is due to the heat affected zone, not due to the notch formed by the weld.

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9

Koreneva, E. B. "THE FLEXURE OF COMBINED PLATES WITH PIECEWISE VARIABLE THICKNESS. THE SOLUTIONS IN TERMS OF LEGENDRE FUNCTIONS." STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS, no. 1 (February 25, 2021): 10–18. http://dx.doi.org/10.37538/0039-2383.2021.1.10.18.

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Abstract. The work considers the problems of flexure of plates of circular form and consisting of separate parts with different laws of thickness variation. The each part of this plate has the form of a ring. The mentioned separate sections may be made from the same or from the different materials. The material of the piece-wise variable plate parts can be isotropic or orthotropic, homogeneous or nonhomogeneous. In the places of the separate parts conjugation the plate’s thickness can be continuous or discontinuous. The action of symmetric load on piece-wise variable plate is studied. The analytical approach is used, the solutions are obtained in the closed forms in terms of Legendre functions and Legendre polynomials. Rather wide set of plates’ profiles is determined. For the satisfaction of the conditions of the separate sections conjugation the special auxiliary functions are introduced. The computation of the plate, consisting of three sections and subjected to an action of discontinuous loads, is considered as an example.

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10

Zheng, Yu Fang, Tao Chen, Feng Wang, and Chang Ping Chen. "Nonlinear Responses of Rectangular Magnetoelectroelastic Plates with Transverse Shear Deformation." Key Engineering Materials 689 (April 2016): 103–7. http://dx.doi.org/10.4028/www.scientific.net/kem.689.103.

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With employing the transverse shear deformation theory and von Karman plate theory, the nonlinear static behavior of a simply supported rectangular magnetoelectroelastic plates is investigated. According to the Maxwell’s equations, when applying the magnetoelectric load on the plate’s surfaces and neglecting the in-plane electric and magnetic fields in thin plates, the electric and magnetic potentials varying along the thickness direction of the magnetoelectroelastic plates are determined. The nonlinear differential equations for magnetoelectroelastic plates are established based on the Hamilton’s principle. The Galerkin procedure furnishes an infinite system of differential equations into algebraic equations. In the numerical calculations, the effects of the nonlinearity and span-thickness ratio on the nonlinear load-deflection curves and electric/magnetic potentials for magnetoelectroelastic plates are discussed.

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11

Trias Atmadja, Wahyu Mahendra, Herman Parung, Rita Irmawaty, and A. Arwin Amiruddin. "Behavior Hollow Concrete Reinforced Slab with The Utilization of Polyvivyl Chloride Pipe as a Cavity." Open Civil Engineering Journal 15, no. 1 (July 12, 2021): 172–81. http://dx.doi.org/10.2174/1874149502115010172.

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Background: Slab weight can be reduced by replacing the amount of concrete in the tensile area with the utilization of modification polyvinyl chloride pipe as cavity without reducing the flexural strength because the nature of concrete is weak against tensile strength. Methods: This research with the experimental method using static load. The setting of tools refers to the American Society for Testing and Material E 2322, bending analysis is used moment coefficient method, deflection by applying Ugural and Navier method, and shear analysis using Indonesia National Standard 03-2847-2019. Results: The specimens consist of solid plates with a thickness of 140 mm and hollow plates with a thickness of 140 mm and 159 mm. The maximum load capacity solid plate is 410.642 kN, while the hollow plates (140 mm) is 335.18 kN, and for the hollow plates 159 mm is 396.257 kN. The solid plate’s stiffness is 16.321, the hollow plates 140 mm is 14.787 and the hollow plate 159 mm is 24.194, while the ductility is 1.993 on solid plate, the hollow plate 140 mm is 2.014, and the hollow plate 159 mm is 1.862. The solid plate’s damage is flexural, while the two hollow plates are a combination of bending and shear damage. The crack pattern on the solid plates is flexible, while the crack pattern on both hollow plates is a combination of flexural cracks and shear cracks. Conclusion: The use of modified polyvinyl chloride pipes can be recommended in the structure of the plate. There is a small, insignificant difference in the flexural behaviour between the solid plate and hollow concrete reinforced slab with the utilization of Polyvinyl Chloride.

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12

Annuarium Historiae Conciliorum, Editors. "Plates." Annuarium Historiae Conciliorum 34, no. 2 (June 20, 2002): 425–55. http://dx.doi.org/10.30965/25890433-03402011.

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13

Acta Archaeologica, Editors. "Plates." Acta Archaeologica 85, no. 2 (April 16, 2014): 235–305. http://dx.doi.org/10.1163/16000390-08502005.

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14

Journal of Ancient Judaism, Editors. "Plates." Journal of Ancient Judaism 5, no. 2 (May 14, 2014): 273—P16. http://dx.doi.org/10.30965/21967954-00502012.

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15

Perkins, R. C. L. "Plates." Transactions of the Royal Entomological Society of London 67, no. 1-2 (April 24, 2009): 218–319. http://dx.doi.org/10.1111/j.1365-2311.1919.tb00007.x.

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16

"Plates." Huntington Library Quarterly 70, no. 2 (June 2007): ix—xvi. http://dx.doi.org/10.1525/hlq.2007.70.2.plates.

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17

"End plates, current collector plates." Fuel Cells Bulletin 2002, no. 2 (February 2002): 13. http://dx.doi.org/10.1016/s1464-2859(02)80222-x.

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18

"Information fusion in recognition of Saudi Arabia license plates." WSEAS TRANSACTIONS ON SYSTEMS AND CONTROL 15 (December 8, 2020). http://dx.doi.org/10.37394/23203.2020.15.71.

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The license plate recognition (LPR) system in Saudi Arabia is a system used to identify vehicle license plates automatically. It is used in many places such as airports, highways, and parking lots. The efficiency of the system depends on the image quality, weather conditions, location of plates, and the variations of license plates. The license plates in the Kingdom of Saudi Arabia are different from other license plates in other countries because they are written in both Arabic and English languages. This could be exploited to integrate the recognition results from both languages in a way to increase the efficiency of the system and reduce the errors that could affect the recognition of license plates. Instead of one LPR system, we have two independent LPR systems, and the results of both systems could be fused to increase the system's ability of reading cars’ plates

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19

Bledsoe, J. Gary, Simone Geraud, and Lisa K. Cannada. "Immediate Weight Bearing After Fixation of Humeral Shaft Fractures with Small Fragment Hybrid Plating: A Biomechanical Analysis." Journal of Orthopaedic Experience & Innovation 2, no. 2 (August 12, 2021). http://dx.doi.org/10.60118/001c.25328.

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Background This study evaluates the stiffness of both 4.5 mm dynamic compression plates (DCP) and 3.5 mm hybrid locking-compression plates (LCP) for treatment of humeral shaft fractures in a simulated weight bearing model. Methods Testing was performed on 16 4th generation Sawbones humeri. Initial axial and torsional stiffness were determined. Plates were placed and a 5 mm defect was produced. Specimens were subjected to 90,000 loading cycles to simulate 90 days of crutch walking and then loaded to failure. Statistical analysis was performed using a t-test with significance at P < 0.05. Findings Comparison reveals a significant difference between the intact axial and torsional stiffness of 4.5 mm DCPs and 3.5 mm LCPs. The 3.5 mm plates provided 80% of the axial stiffness and 75% of the torsional stiffness of the 4.5 mm plates. The 3.5 mm plated bones failed at 79% of the mean failure load of the 4.5 mm plated bones. The 3.5 mm plated bones failed due to incidental torsion during axial loading; the 4.5 mm plated bones failed as a result of gap closure. Interpretation Our results followed expectations due to differences in plate dimensions. There were no apparent differences between constructs following cyclic loading. Our model includes a fracture gap, which requires the plate to carry the entire load. This does not simulate the actual clinical scenario wherein healing would tend to improve construct performance. While the constructs performed differently, both appear to support loads that are anticipated in the clinical setting.

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20

"Plates." Studia Iranica 23, no. 1 (January 1, 1994): 159–71. http://dx.doi.org/10.2143/si.23.1.2014323.

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21

Ensoll, Andrew, Geoffrey Harper, Bob Ursem, David R. Mitchell, and Simon Crutchley. "Plates." Sibbaldia: the International Journal of Botanic Garden Horticulture, no. 2 (October 31, 2004). http://dx.doi.org/10.24823/sibbaldia.2004.160.

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22

"Plates." Art Institute of Chicago Museum Studies 18, no. 1 (1992): 41. http://dx.doi.org/10.2307/4101578.

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23

"PLATES." Bulletin of the Biological Society of Washington 13, no. 1 (December 2005): 93–98. http://dx.doi.org/10.2988/0097-0298(2005)13[93:p]2.0.co;2.

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24

"Plates." Art Institute of Chicago Museum Studies 23, no. 1 (1997): 49. http://dx.doi.org/10.2307/4104393.

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25

"Plates." Journal of Coptic Studies 10 (December 31, 2008): 203–10. http://dx.doi.org/10.2143/jcs.10.0.2030852.

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26

"Plates." Journal of Coptic Studies 11 (December 31, 2009): 193–203. http://dx.doi.org/10.2143/jcs.11.0.2044707.

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27

"Plates." Journal of Coptic Studies 8 (January 1, 2006): 161–74. http://dx.doi.org/10.2143/jcs.8.0.2017913.

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28

"Plates." Journal of Coptic Studies 9 (October 31, 2007): 161–81. http://dx.doi.org/10.2143/jcs.9.0.2022849.

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29

"Plates." Ancient Near Eastern Studies 23 (January 1, 1985): 131–47. http://dx.doi.org/10.2143/anes.23.0.2012545.

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30

"Plates." Ancient Near Eastern Studies 24 (January 1, 1986): 209–16. http://dx.doi.org/10.2143/anes.24.0.2012531.

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31

"Plates." Ancient Near Eastern Studies 25 (January 1, 1987): 171–82. http://dx.doi.org/10.2143/anes.25.0.2012516.

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32

"Plates." Ancient Near Eastern Studies 26 (January 1, 1988): 130–36. http://dx.doi.org/10.2143/anes.26.0.2012506.

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33

"Plates." Transactions in GIS 8, no. 2 (February 19, 2004): 275–90. http://dx.doi.org/10.1111/j.1467-9671.2004.00182.x.

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34

"Plates." Transactions in GIS 8, no. 3 (June 2004): 393–96. http://dx.doi.org/10.1111/j.1467-9671.2004.00190.x.

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35

"Plates." Transactions in GIS 8, no. 4 (October 2004): 521–24. http://dx.doi.org/10.1111/j.1467-9671.2004.00200.x.

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36

"Plates." Transactions in GIS 9, no. 1 (January 2005): 73–76. http://dx.doi.org/10.1111/j.1467-9671.2005.00206.x.

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37

"Plates." Transactions in GIS 9, no. 2 (March 2005): 269–72. http://dx.doi.org/10.1111/j.1467-9671.2005.00217.x.

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38

"Plates." Transactions in GIS 9, no. 4 (October 2005): 635–44. http://dx.doi.org/10.1111/j.1467-9671.2005.00240.x.

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39

"Plates." Transactions in GIS 10, no. 4 (July 2006): 677–86. http://dx.doi.org/10.1111/j.1467-9671.2006.01019.x.

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40

"Plates." Geological Society, London, Memoirs 25, no. 1 (2002): NP.1—NP. http://dx.doi.org/10.1144/gsl.mem.2002.025.01.24.

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41

"PLATES." Acta Archaeologica 76, no. 1 (December 2005): 160–88. http://dx.doi.org/10.1111/j.1600-0390.2005.00032.x.

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42

"PLATES." Acta Archaeologica 81, no. 1 (December 2010): 185–203. http://dx.doi.org/10.1111/j.1600-0390.2010.00352.x.

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43

"PLATES." Acta Archaeologica 85, no. 2 (November 14, 2014): 235–305. http://dx.doi.org/10.1111/j.1600-0390.2014.00947.x.

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44

"Plates." Revue d'Histoire des Textes 12 (January 2017): 431–51. http://dx.doi.org/10.1484/j.rht.4.2017003.

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45

"Plates." Revue d'Histoire des Textes 13 (January 2018): 447–58. http://dx.doi.org/10.1484/j.rht.4.2018003.

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46

"Plates." Journal of Glaciology 45, no. 151 (1999): 423–37. http://dx.doi.org/10.3189/s0022143000001283.

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47

"PLATES." Acta Medica Scandinavica 143, S268 (April 24, 2009): 133–48. http://dx.doi.org/10.1111/j.0954-6820.1952.tb19064.x.

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48

"Plates." Journal of Ancient Judaism 5, no. 2 (November 1, 2014): 273–90. http://dx.doi.org/10.13109/jaju.2014.5.2.273.

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49

"Plates." Music Perception 23, no. 2 (December 1, 2005): P1—P4. http://dx.doi.org/10.1525/mp.2005.23.2.p1.

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50

"Plates." Coastal Engineering in Japan 28, no. 1 (December 1985): i—ii. http://dx.doi.org/10.1080/05785634.1978.11924422.

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