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Journal articles on the topic 'Elasto-plastic plates'

Author: Grafiati

Published: 14 March 2023

Last updated: 31 July 2025

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1

Papadopoulos, Panayiotis, and Robert L. Taylor. "Elasto-Plastic Analysis of Reissner-Mindlin Plates." Applied Mechanics Reviews 43, no. 5S (1990): S40—S50. http://dx.doi.org/10.1115/1.3120846.

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A finite element analysis of elasto-plastic Reissner-Mindlin plates is presented. The discrete field equations are derived from a nonlinear version of the Hu-Washizu variational principle. Associative plasticity, including linear hardening, is employed by means of a generalized von Mises-type yield function. A predictor/corrector scheme is used to integrate the plastic constitutive rate equations. Numerical simulations are conducted for a series of test problems to illustrate performance of the formulation.

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2

Kutt, Lembit M., and Maciej P. Bieniek. "Elasto‐Plastic Constitutive Equations of Stiffened Plates." Journal of Engineering Mechanics 114, no. 4 (1988): 656–70. http://dx.doi.org/10.1061/(asce)0733-9399(1988)114:4(656).

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3

Çelik, Mehmet. "Elasto-plastic behavior of isotropic stepped plates." Engineering Analysis with Boundary Elements 25, no. 6 (2001): 455–60. http://dx.doi.org/10.1016/s0955-7997(01)00039-x.

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4

Yankelevsky, David Z. "Elasto-plastic blast response of rectangular plates." International Journal of Impact Engineering 3, no. 2 (1985): 107–19. http://dx.doi.org/10.1016/0734-743x(85)90029-6.

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5

Tian, Yan-ping, and Yi-ming Fu. "Elasto-plastic postbuckling of damaged orthotropic plates." Applied Mathematics and Mechanics 29, no. 7 (2008): 841–53. http://dx.doi.org/10.1007/s10483-008-0702-y.

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6

Zhu, Bao, and Yingjian Cai. "Particle Size-Dependent Responses of Metal–Ceramic Functionally Graded Plates Under Low-Velocity Impact." International Journal of Applied Mechanics 10, no. 05 (2018): 1850056. http://dx.doi.org/10.1142/s1758825118500564.

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The analysis of impact response for metal–ceramic functionally graded materials is important for the design of advanced impact resistance structures in aerospace, nuclear and mechanical industries. Here, we propose a dislocation-based continuum model to analyze elasto-plastic deformation of metal–ceramic functionally graded plates under low-velocity impact. The dislocation-based continuum model explicitly accounts for strengthening effects due to geometrically necessary dislocations and plastic strain gradient in impact analysis of metal–ceramic functionally graded plates by combining Taylor d

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7

Baumgardt, Guilherme Ribeiro, Mauro de Vasconcellos Real, Paulo Roberto de Freitas Teixeira, Elizaldo Domingues dos Santos, Thiago da Silveira, and Liércio André Isoldi. "Computational model verification and numerical analysis of plate buckling due to combined loading." Ciência e Natura 45, esp. 3 (2023): e75137. http://dx.doi.org/10.5902/2179460x75137.

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Thin plates are structures widely used in different industries, due to their mechanical properties. They are often subjected to combined loading, which can cause an undesired phenomenon called buckling. In this sense, the present work analyzes the elasto-plastic buckling behavior of thin steel plates that are simply supported and subjected to in-plane uniaxial or biaxial compression combined with lateral pressure. To obtain the ultimate stress of the plates, a computational model was developed using the finite element method. Initially, the computational model was verified through previous num

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8

Mars, Jamel, Lotfi Ben Said, Mondher Wali, and Fakhreddine Dammak. "Elasto-Plastic Modeling of Low-Velocity Impact on Functionally Graded Circular Plates." International Journal of Applied Mechanics 10, no. 04 (2018): 1850038. http://dx.doi.org/10.1142/s1758825118500382.

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Low-velocity impact of elasto-plastic functionally graded material (FGM) plates is first investigated in this paper based on Mori–Tanaka model to underline micromechanics and locally determine the effective FGM properties and self-consistent method of Suquet for the homogenization of the stress-field. The elasto-plastic behavior of the particle reinforced metal matrix FGM plate is assumed to follow Ludwik hardening law. An incremental formulation of the elasto-plastic constitutive relation is developed to predict the tangent operator. The homogenization formulation and numerical algorithms are

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9

Chang, Wan-Shu, T. Krauthammer, and E. Ventsel. "Elasto-Plastic Analysis of Corrugated-Core Sandwich Plates." Mechanics of Advanced Materials and Structures 13, no. 2 (2006): 151–60. http://dx.doi.org/10.1080/15376490500451767.

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10

Arslan, Nurettin, and Mehmet Çelik. "Thermoplastic Matrix Plates in Elasto-Plastic Finite Element Analysis." Journal of Reinforced Plastics and Composites 20, no. 14 (2001): 1191–204. http://dx.doi.org/10.1177/073168401772679156.

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11

Arslan, Nurettin, and Mehmet Çelik. "Thermoplastic Matrix Plates in Elasto-Plastic Finite Element Analysis." Journal of Reinforced Plastics and Composites 20, no. 14-15 (2001): 1191–204. http://dx.doi.org/10.1106/6e0j-fk70-a7j4-hgln.

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12

Guedes Soares, C., J. M. Gordo, and A. P. Teixeira. "Elasto-plastic Behaviour of Plates Subjected to Heat Loads." Journal of Constructional Steel Research 45, no. 2 (1998): 179–98. http://dx.doi.org/10.1016/s0143-974x(97)00062-x.

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13

El-Sawy, Khaled M., Aly S. Nazmy, and Mohammad Ikbal Martini. "Elasto-plastic buckling of perforated plates under uniaxial compression." Thin-Walled Structures 42, no. 8 (2004): 1083–101. http://dx.doi.org/10.1016/j.tws.2004.03.002.

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14

Jang, Chang Doo, and Seung II Seo. "A Study on the Prediction of Deformations of Plates Due to Line Heating Using a Simplified Thermal Elasto-Plastic Analysis." Journal of Ship Production 13, no. 01 (1997): 22–27. http://dx.doi.org/10.5957/jsp.1997.13.1.22.

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The line heating process has long been used in plate forming of hull surfaces and it has depended on skillful workers. Since reduction of production cost is a major concern of shipbuilding companies, line heating work must be improved for higher productivity. In this paper, as a first step to automatic hull forming, a method is proposed to predict deformations due to line heating. It includes a simplified thermal elasto-plastic analysis to increase computing efficiency and to enable real-time visualization of deformed shapes. The simplified thermal elasto-plastic analysis method shortens the t

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15

Gomonova, Olga V. "Distribution of Zones of Elastic and Plastic Deformation Appearing in a Layer under Compression by Two Rigid Parallel Plates." Journal of Siberian Federal University. Mathematics & Physics 14, no. 4 (2001): 492–96. http://dx.doi.org/10.17516/1997-1397-2021-14-4-492-496.

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A problem of distribution of zones of elastic and plastic deformation appearing in a layer of elasto-plastic material under compression by two rigid parallel plates, for the case of plane strain state with Tresca – Saint-Venant yield criterion is solved. The technique based on application of conservation laws is used to solve the problem

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16

Bich, Dao Huy. "Elasto-plastic stability of thin plates subjected to complex loading process." Vietnam Journal of Mechanics 16, no. 1 (1994): 2–8. http://dx.doi.org/10.15625/0866-7136/10148.

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Analyzing an elastic-plastic stability problem, the complex loading process acted on the body has an essential influence on the values of critical loads. For clearing up this effect, in the present paper the general elasto-plastic process theory, theory of process with average curvature and the simple loading process theory are applied into the consideration of the mentioned problem. A numerical comparison is given.

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17

GAO, YUANWEN, and HOON HUH. "NUMERICAL ANALYSIS ON MAGNETIC-ELASTO-PLASTIC BUCKLING AND BENDING OF FERROMAGNETIC RECTANGULAR PLATE." International Journal of Modern Physics B 22, no. 31n32 (2008): 6212–17. http://dx.doi.org/10.1142/s0217979208051819.

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This paper presents an analysis on magnetic-elasto-plastic buckling and bending of a ferromagnetic rectangular plate with simple supports in applied magnetic fields. A numerical code is built to quantitatively simulate the characteristics of the magnetic-elasto-plastic nonlinear coupling problem by using a finite element method. The numerical results indicate that deformation of a ferromagnetic plate with elastic-plastic deformation is larger than that only with the elastic deformation. The incident angle of the applied magnetic field plays an important role in the deformation of the ferromagn

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18

da Silveira, Thiago, Eduardo Araujo Crestani, Elizaldo Domingues dos Santos, and Liércio André Isoldi. "Numerical Analysis of Aspect Ratio Effects on the Mechanical Behavior of Perforated Steel Plates." Metals 15, no. 7 (2025): 786. https://doi.org/10.3390/met15070786.

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Thin plates are commonly used in mechanical structures such as ship hulls, offshore platforms, aircraft, automobiles, and bridges. When subjected to in-plane compressive loads, these structures may experience buckling. In some applications, perforations are introduced, altering membrane stress distribution and buckling behavior. This study investigates the elasto-plastic buckling behavior of perforated plates using the Finite Element Method (FEM), Constructal Design (CD), and Exhaustive Search (ES) techniques. Simply supported thin rectangular plates with central elliptical perforations were a

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19

Wang, Wensheng, Huijun Ning, Haojie Wei, Qun Mei, and Longtao Xu. "Influence of flanged-cutout on the buckling behaviors of square plate under uniaxial compression." AIP Advances 13, no. 2 (2023): 025342. http://dx.doi.org/10.1063/5.0133344.

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Cutouts are commonly found in aerospace, ships, and marine structures, which have a great influence on mechanical properties such as stress concentration, natural frequency, and structural load-bearing performance of the structure. In this study, buckling behaviors of a square plate with a circular flanged cutout at the center are explored numerically, aiming to address the influence of different cutout parameters on the elastic and elasto-plastic buckling behaviors of the perforated plate. The flanged-perforated plate is subjected to uniaxial compressive loads, and the four edges are simply s

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20

Arslan, Nurettin. "Elasto-Plastic Behavior of Thermoplastic Matrix Plates with Rectangular Hole." Journal of Reinforced Plastics and Composites 19, no. 17 (2000): 1389–404. http://dx.doi.org/10.1177/073168400772678509.

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21

Tian, Yanping, and Yiming Fu. "Elasto-plastic buckling analysis of laminated plates including interfacial damage." Archive of Applied Mechanics 80, no. 6 (2009): 593–608. http://dx.doi.org/10.1007/s00419-009-0328-8.

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22

Mantari, J. L., and F. G. Canales. "Compact and unified elasto-plastic formulation to study isotropic plates." International Journal of Non-Linear Mechanics 118 (January 2020): 103253. http://dx.doi.org/10.1016/j.ijnonlinmec.2019.103253.

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23

Shintani, Masanori, and Manabu Hamai. "Study on Analytical Model of Nonlinear Vibration for Elastic Plates With Gaps Under Random Waves." Journal of Pressure Vessel Technology 126, no. 4 (2004): 504–9. http://dx.doi.org/10.1115/1.1689359.

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In this paper, an analytical model for the nonlinear elastic-plastic vibration for long plates with gaps subjected to random vibrations is considered. The nonlinear vibration is caused by the collision phenomena between a mass through a gap and plates with thickness of 0.5, 0.6, and 0.8 mm. An elastic perfectly plastic solid material is assumed in some cases, which adds another aspect to the nonlinear behavior of the system. The material characteristic of the steel is assumed to be an elasto-plasticity solid model. A restoring force characteristic is obtained as the nonlinear vibration of a cu

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24

Zhao, Kuangjie, Xianru Liu, and Jianguang Li. "Elasto-plastic constitutive relation of low temperature marine steel EH36." Journal of Physics: Conference Series 2200, no. 1 (2022): 012026. http://dx.doi.org/10.1088/1742-6596/2200/1/012026.

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Abstract In order to consider the characteristics of materials and the impact of sea ice collision in the calculation of ultimate strength of stiffened plates, based on the study of dynamic constitutive models of sea ice and polar marine steel at low temperature, this paper explores the calculation model of ultimate strength of stiffened plates for hull with collision dents considering the effects of low temperature and strain rate of steel. A constitutive model of EH36 steel considering low temperature effect is proposed, which has practical engineering value. According to the quasi-static te

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25

Ueda, Yukio, Katsuya Umemoto, and Kouji Masaoka. "Elasto-Plastic Large Deflection Analysis of Beam-Columns and Rectangular Plates." Journal of the Society of Naval Architects of Japan 1992, no. 171 (1992): 319–28. http://dx.doi.org/10.2534/jjasnaoe1968.1992.319.

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26

Czarnecki, Sławomir, and Tomasz Lewiński. "The Isotropic Material Design of In-Plane Loaded Elasto-Plastic Plates." Materials 14, no. 23 (2021): 7430. http://dx.doi.org/10.3390/ma14237430.

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This paper puts forward a new version of the Isotropic Material Design method for the optimum design of structures made of an elasto-plastic material within the Hencky-Nadai-Ilyushin theory. This method provides the optimal layouts of the moduli of isotropy to make the overall compliance minimal. Thus, the bulk and shear moduli are the only design variables, both assumed as non-negative fields. The trace of the Hooke tensor represents the unit cost of the design. The yield condition is assumed to be independent of the design variables, to make the design process as simple as possible. By elimi

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27

Belinha, J., and L. M. J. S. Dinis. "Elasto‐plastic analysis of plates by the element free Galerkin method." Engineering Computations 23, no. 5 (2006): 525–51. http://dx.doi.org/10.1108/02644400610671126.

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28

Turco, Emilio, and Paola Caracciolo. "Elasto-plastic analysis of Kirchhoff plates by high simplicity finite elements." Computer Methods in Applied Mechanics and Engineering 190, no. 5-7 (2000): 691–706. http://dx.doi.org/10.1016/s0045-7825(99)00438-7.

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29

Turvey, G. J., and M. Salehi. "Computer generated elasto-plastic design data for pressure loaded circular plates." Computers & Structures 41, no. 6 (1991): 1329–40. http://dx.doi.org/10.1016/0045-7949(91)90270-v.

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30

Turvey, G. J., and N. G. V. Der Avanessian. "Axisymmetric elasto-plastic large deflection response of ring stiffened circular plates." International Journal of Mechanical Sciences 31, no. 11-12 (1989): 905–24. http://dx.doi.org/10.1016/0020-7403(89)90032-5.

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31

Providakis, C. P., and D. E. Beskos. "Dynamic analysis of elasto-plastic flexural plates by the D/BEM." Engineering Analysis with Boundary Elements 14, no. 1 (1994): 75–80. http://dx.doi.org/10.1016/0955-7997(94)90083-3.

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32

Chen, Xipeng, Jingxia Yue, Zhaojun Song, Renjie Xu, and Mengyuan Rong. "Study on ultimate strength for stiffened plates with elasto-plastic damages." Ocean Engineering 279 (July 2023): 114531. http://dx.doi.org/10.1016/j.oceaneng.2023.114531.

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33

Tian, Y. P., Y. M. Fu, and Y. Wang. "Nonlinear dynamic response of piezoelectric elasto-plastic laminated plates with damage." Composite Structures 88, no. 2 (2009): 169–78. http://dx.doi.org/10.1016/j.compstruct.2008.02.019.

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34

Davoli, Elisa. "Quasistatic evolution models for thin plates arising as low energy Γ-limits of finite plasticity". Mathematical Models and Methods in Applied Sciences 24, № 10 (2014): 2085–153. http://dx.doi.org/10.1142/s021820251450016x.

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In this paper we deduce by Γ-convergence some partially and fully linearized quasistatic evolution models for thin plates, in the framework of finite plasticity. Denoting by ε the thickness of the plate, we study the case where the scaling factor of the elasto-plastic energy is of order ε2α-2, with α ≥ 3. These scalings of the energy lead, in the absence of plastic dissipation, to the Von Kármán and linearized Von Kármán functionals for thin plates. We show that solutions to the three-dimensional quasistatic evolution problems converge, as the thickness of the plate tends to zero, to a quasist

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35

Chen, Tsung Chia. "An Elasto-Plastic Finite Element Analysis of the Radial Compression of Aluminium Tube between Rigid Plates." Advanced Materials Research 264-265 (June 2011): 166–71. http://dx.doi.org/10.4028/www.scientific.net/amr.264-265.166.

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This study aims to clarify the process conditions of the radial compression of aluminum tube. It provides a model that predicts not only the correct punch load for compression, but also the precise final shape of products after unloading, based on the compression properties of the material and the geometry of the tools used. An elasto-plastic incremental finite-element computer code, based on an updated Lagrangian formulation, was developed to simulate the radial compression of aluminum tube. In particular, selective reduced integration was adopted to formulate the stiffness matrix. The extend

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36

Sun, Li Gen, and Jia Quan Zhang. "Research on Thermocouple Embedded Position for CC Mould Copper Plate with High Casting Speed." Advanced Materials Research 291-294 (July 2011): 698–705. http://dx.doi.org/10.4028/www.scientific.net/amr.291-294.698.

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High casting speed would increase the occurrence probability of sticking, and make it harder for breakout signals catching. The coupled visco-elasto-plastic FEM models have been presented for thermal process analysis of steel shell and the mould copper plates. With the understanding to the mould thermal state and deformation for different casting speed, the principle for the layout of thermocouples is obtained. It is shown that, the set of the thermocouples to the meniscus for the plates should be decided by the highest design casting speed, and the location of the thermocouples from the cold

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37

Karakuzu, Ramazan, Züleyha Aslan, and U. Kerim Yucel. "Elasto-Plastic Finite Element Analysis of Fully Clamped Laminated Thermoplastic Composite Plates." Journal of Reinforced Plastics and Composites 22, no. 6 (2003): 549–61. http://dx.doi.org/10.1106/073168403024559.

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38

Komur, M. Aydin. "Elasto-plastic buckling analysis for perforated steel plates subject to uniform compression." Mechanics Research Communications 38, no. 2 (2011): 117–22. http://dx.doi.org/10.1016/j.mechrescom.2011.01.001.

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39

Daye, M. A., and T. G. Toridis. "Elasto-plastic algorithms for plates and shells under static and dynamic loads." Computers & Structures 39, no. 1-2 (1991): 195–205. http://dx.doi.org/10.1016/0045-7949(91)90087-3.

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40

Lim, G. T., and G. J. Turveoy. "On the elasto-plastic large deflection response of stocky annular steel plates." Computers & Structures 21, no. 4 (1985): 725–35. http://dx.doi.org/10.1016/0045-7949(85)90148-8.

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41

Maiorana, Emanuele, Carlo Pellegrino, and Claudio Modena. "Elasto-plastic behaviour of perforated steel plates subjected to compression and bending." Steel & Composite structures 11, no. 2 (2011): 131–47. http://dx.doi.org/10.12989/scs.2011.11.2.131.

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42

da Costa Mattos, H. S., and Paulo F. Soares Filho. "Approximate local elasto-plastic solution for notched plates undergoing cyclic tensile loading." Materials & Design 31, no. 9 (2010): 4336–47. http://dx.doi.org/10.1016/j.matdes.2010.03.050.

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43

DEMYANOV, ALEXEY. "QUASISTATIC EVOLUTION IN THE THEORY OF PERFECTLY ELASTO-PLASTIC PLATES PART I: EXISTENCE OF A WEAK SOLUTION." Mathematical Models and Methods in Applied Sciences 19, no. 02 (2009): 229–56. http://dx.doi.org/10.1142/s0218202509003413.

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The existence of weak solutions to the quasistatic problems in the theory of perfectly elasto-plastic plates is studied in the framework of the variational theory for rate-independent processes. Approximate solutions are constructed by means of incremental variational problems in spaces of functions with bounded hessian. The constructed weak solution is shown to be absolutely continuous in time. A strong formulation of the flow rule is obtained.

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44

Bich, Dao Huy. "The local theory of elastoplastic deformation processes and the stability beyond elastic limits of thin-walled structures subjected to complex loading." Vietnam Journal of Mechanics 14, no. 1 (1992): 1–9. http://dx.doi.org/10.15625/0866-7136/10222.

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The paper is concerned with the complete constitutive relations of elasto-plastic deformation process theory. Using this theory the stability beyond elastic limits of thin-walled structures subjected to complex loading is analyzed. The proposed method of loading parameter is a combination of numerical and analytical solutions. Calculations have been carried out for rectangular plates and cylindrical shells in order to compare this method and its results with other theoretical and experimental works.

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45

Crocombe, A. D., and D. A. Bigwood. "Development of a full elasto-plastic adhesive joint design analysis." Journal of Strain Analysis for Engineering Design 27, no. 4 (1992): 211–18. http://dx.doi.org/10.1243/03093247v274211.

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A previous adhesive joint analysis that accommodated non-linear adhesive behaviour is extended to model the elasto-plastic response of the adherends. The resulting analysis models the joint as an adherend-adhesive sandwich capable of sustaining any combination of end load conditions, thus enabling a wide variety of adhesive joints to be modelled. The adhesive is assumed to behave as a coupled set of non-linear shear and tension springs, and the adherends as cylindrically bent plates which yield under the action of combined tension and bending. The complete problem is reduced to a set of six no

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46

Petre, Marin, Cristian Dinu, Nicuşor Constantin Drăghici, and Valeriu Andrei. "Prediction of the residual stress after quenching of 6061 aluminium alloy plates by using mathematical modelling." ITM Web of Conferences 34 (2020): 02007. http://dx.doi.org/10.1051/itmconf/20203402007.

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The purpose of this article is to better understand the behavior of the residual stresses in aluminium alloy plates by using mathematical modelling. Quenching of aluminium alloy plates causes an uneven temperature variation in aluminum alloy plates, and elastic and elasto-plastic deformations occur inside the material. The latter causing the formation of deformations and residual stresses. The non-linear thermo-mechanical direct coupled analysis of the quenching process for a 6061 aluminium alloy plate was achieved by using ANSYS ﬁnite element software. The residual stresses due to solid therm

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47

Colombo, Matteo, and Paolo Martinelli. "SDOF Models for RC and FRC Circular Plates under Blast Loads." Applied Mechanics and Materials 82 (July 2011): 440–45. http://dx.doi.org/10.4028/www.scientific.net/amm.82.440.

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This work presents simpliﬁed models, in the form of single degree of freedom (SDOF)elasto-plastic systems, for the dynamic analysis of traditional reinforced concrete (RC) and ﬁbre-reinforced concrete (FRC) circular plates under blast loads. Two cases have been examined inthis study: simply supported and resting on Winkler-type soil plates. Both cases intend toprovide a simpliﬁed tool for predicting the response respectively for specimens subjected toblast pressure wave inside shock-tube facilities and for slabs on ground under blast loads. Thesecond case also represents the loading conditions

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48

Meftah, Kamel, and Lakhdar Sedira. "A nonlinear elasto-plastic analysis of Reissner-Mindlin plates by finite element method." Frattura ed Integrità Strutturale 13, no. 50 (2019): 276–85. http://dx.doi.org/10.3221/igf-esis.50.23.

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49

Barski, Marek, Adam Stawiarski, Paweł J. Romanowicz, and Bogdan Szybiński. "Local Elasto–plastic Buckling of Isotropic Plates With Cutouts Under Tension Loading Conditions." International Journal of Mechanics 15 (June 3, 2021): 69–87. http://dx.doi.org/10.46300/9104.2021.15.8.

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The motivation of the presented study was the observation of the existence of local loss of stability “tension buckling” in the experimental tests of composite and metallic plates with cut-outs subjected to tension. Because of this, the numerical analyses of the aluminum plate with elliptical or circular cutouts at the center and subjected to tensile load are studied in the paper. Although the whole structure is uniformly stretched, the circumferential compressive stresses in the vicinity of the cutout edge are observed. First of all, the linear buckling analysis is carried out for different s

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50

Örçen, Gurbet, and Mustafa Gür. "Elasto-Plastic Stress Analysis in Laminated Thermoplastic Composite Plates with an Elliptic Hole." Mathematical and Computational Applications 18, no. 1 (2013): 38–49. http://dx.doi.org/10.3390/mca18010038.

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