Relevant bibliographies by topics / Elasto-plastic plates

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Elasto-plastic plates'

Author: Grafiati
Published: 14 March 2023
Last updated: 31 July 2025

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Journal articles on the topic "Elasto-plastic plates"

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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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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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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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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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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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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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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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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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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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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Dissertations / Theses on the topic "Elasto-plastic plates"

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Salehi, Manouchehr. "Elasto-plastic large deflection response of radially stiffened circular, sector and annular sector plates." Thesis, Lancaster University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.306022.

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Demyanov, Alexey. "Existence and regularity of solutions to evolutionary problems in perfect plasticity." Doctoral thesis, SISSA, 2008. http://hdl.handle.net/20.500.11767/4257.

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In this work we develop a rigorous mathematical analysis of variational problems describing the quasistatic evolutionary problems in plasticity. The common feature of the problems under consideration is the variational energy formulation, where the mathematical difficulties arise due to the presence of a term with a linear growth in the symmetric part of the gradient of the unknown vector-valued functions in a volumetric case, or on the Hessian of the unknown scalar function in two-dimensional problems for plates. In the applications these functions represent displacement fields of a body...
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Drinali, Hayat. "Full-range axisymmetric elasto-plastic large deflection of circular and annular plates under transverse, in-plane and combined loading." Thesis, Lancaster University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.254094.

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Jacquet, Nicolas. "Elasto-visco-plastic buckling of thick shells." Thesis, Lyon, 2021. http://www.theses.fr/2021LYSEI005.

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Le sujet de thèse traite du flambage de structure épaisses dont le comportement est élasto-visco-plastique. Un modèle prédictif a été développé. Ce dernier a été confronté à des résultats expérimentaux. Deux campagnes d’essais ont été menées afin de générer un jeu de données expérimentales suffisant. Lors de ces campagnes, le flambage de deux structures a été évalué. L’une portait sur le flambage de plaques en compression, l’autre sur le flambage de demi-oeufs soumis à une pression externe. Les essais ont été instrumentés par des moyens optiques afin de mesure la déformation de certaines zones
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Duxbury, Paul Gerrard. "Solution of elasto-plastic plate and shell problems using the generalized Galerkin method." Thesis, Imperial College London, 1988. http://hdl.handle.net/10044/1/47041.

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Helbig, Daniel. "Estudo numérico de placas finas de aço com perfuração, submetidas à flambagem elástica e elasto-plástica, aplicando-se o método Design Construtal." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/153339.

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Elementos estruturais como as placas finas fazem parte de um grande número de aplicações nas mais diversas áreas da engenharia e são de grande importância para a engenharia naval e aeronáutica, na construção de cascos de embarcações e estruturas offshore, e na construção de fuselagens de aviões. Por constituírem-se em um elemento estrutural esbelto, estão sujeitas a um comportamento mecânico diferenciado denominado de flambagem, proveniente de um carregamento de compressão uniaxial. O fenômeno da flambagem pode ser dividido em flambagem elástica e elasto-plástica, sendo dependente de aspectos
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Lin, Jen-Ching, and 林振清. "Elasto-plastic postbuckling analysis of the laminated composite plates." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/43341056891632703759.

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Eareckson, Peter Dudley. "Elasto-plastic analysis of axisymmetrically loaded circular plates using Green's functions." Thesis, 1986. http://hdl.handle.net/10945/21820.

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賴凱弘. "Elasto-plastic deformation of an impact head on laminated plates with damage." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/19898368622446177621.

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Ray, Rohan Gourav. "Elasto-Plastic Analysis of Plate Using ABAQUS." Thesis, 2015. http://ethesis.nitrkl.ac.in/7331/1/2015_Elasto_Ray.pdf.

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Plates and shells are very important parts of engineering structures. The performance of structures depends on accurate assessment of the behaviour of all such elements. Accurate valuations of the maximum load the structure can carry, along with the equilibrium path followed in elastic and inelastic range emphasize the importance of material non-linearity to understand the realistic behaviour of structures. Modelling elements in the inelastic range incorporating the theory of plasticity is complex and lengthy and demands for heavy computations. Elastic-Plastic (with or without strain hardening
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Books on the topic "Elasto-plastic plates"

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M, Paulekar Y., and Bhabha Atomic Research Centre, eds. Elasto-plastic damper for passive control of seismic response of piping systems. Bhabha Atomic Research Centre, 2003.

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The elasto-plastic behavior of composite laminates. 1985.

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Voyiadjis, George Z., and Pawel Woelke. Elasto-Plastic and Damage Analysis of Plates and Shells. Springer Berlin / Heidelberg, 2010.

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Voyiadjis, George Z., and Pawel Woelke. Elasto-Plastic and Damage Analysis of Plates and Shells. Springer London, Limited, 2008.

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George, Z. Voyiadjis Pawel Woelke. Elasto-Plastic and Damage Analysis of Plates and Shells. Springer, 2008.

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Elasto-Plastic and Damage Analysis of Plates and Shells. Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-79351-9.

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Eareckson, Peter Dudley. Elasto-plastic analysis of axisymmetrically loaded circular plates using Green's functions. 1986.

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Rimrott, R. A. Elasto-plastic analysis of beams and plates by the finite element method. 1987.

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Book chapters on the topic "Elasto-plastic plates"

1

Pavilainen, Galina. "Elasto-plastic deformations of ribbed plates." In Asymptotic Methods in Mechanics. American Mathematical Society, 1993. http://dx.doi.org/10.1090/crmp/003/16.

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Huang, Hou-Cheng. "Formulations and Applications for Elasto-Plastic Shell Analyses." In Static and Dynamic Analyses of Plates and Shells. Springer London, 1989. http://dx.doi.org/10.1007/978-1-4471-1669-1_8.

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Wunderlich, W., and H. Springer. "On Theories of Elasto-Plastic Shells in Mixed Tensor Formulation." In Inelastic Behaviour of Plates and Shells. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82776-1_25.

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Huang, Hou-Cheng. "Formulations and Applications for Elasto-Plastic Dynamic Shell Analyses." In Static and Dynamic Analyses of Plates and Shells. Springer London, 1989. http://dx.doi.org/10.1007/978-1-4471-1669-1_9.

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Cyras, A., and A. Daniunas. "Mathematical Models for the Analysis and Optimization of Elasto-plastic Plates and Shells Under Complete Plastic Failure." In Inelastic Behaviour of Plates and Shells. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82776-1_17.

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Gelin, J. C., and L. Boubakar. "Large elasto-plastic deformations of thin shells with application to the stamping of anisotropic sheet metal parts." In Plates and Shells. American Mathematical Society, 1999. http://dx.doi.org/10.1090/crmp/021/11.

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Kleiber, Michal, Maciej Taczała, and Ryszard Buczkowski. "Elasto-Plastic Response of Thick Plates Built in Functionally Graded Material Using the Third Order Plate Theory." In Computational Methods in Applied Sciences. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-60885-3_9.

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Harada, Shoji, Tatsuo Endo, and Yoshihiro Fukushima. "Microcrack Growth Law-Aided Approach in Evaluating Low-Cycle Fatigue Strength and Its Application — Directionality Assessment of Thick Forged Steel Plates(A533b Cl 1) and Prediction of the Microcrack Propagation Life of a Medium Carbon Steel Under Variable Strain Amplitudes." In Low Cycle Fatigue and Elasto-Plastic Behaviour of Materials. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3459-7_90.

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da Silveira, Thiago, João Pedro Sarasol Neufeld, Luiz Alberto Oliveira Rocha, Elizaldo Domingues dos Santos, and Liércio André Isoldi. "Constructal Design Applied to Biaxial Elasto-Plastic Buckling Analysis of Square Steel Plates with Cutout." In Structural Integrity. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-91847-7_29.

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Naruse, Yoshiaki, Masato Kim, Rikuto Umezawa, et al. "Scantling Evaluations of Plates and Stiffeners Based on Elasto-Plastic Analysis Under Axial Loads and Lateral Pressures." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4672-3_6.

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Conference papers on the topic "Elasto-plastic plates"

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Sitaram, Pattabhi, Bipin Pai, and Rachel Mok. "Elasto-Plastic Analysis of Prismatic Folded Plates by the Finite Element Method." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-88195.

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Folded plate structures are used for roofing large column-free areas for auditoriums, supermarkets, gymnasiums, hangars for aircraft, and other similar applications. The loads on these structures could cause stresses to go beyond the elastic range. Therefore, a thorough understanding of their elasto-plastic behavior is of utmost importance in designing these structures. An attempt is made to study the elasto-plastic behavior of prismatic metal folded plates by the finite element method using the commercial software, ANSYS. The method is first validated by analyzing typical plates and shells, a
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Arslan, Nurettin, Erol Sancaktar, and Mehmet Celik. "Elasto-Plastic Behavior of Thermoplastic Matrix Roller Chain Link Plates Reinforced With Steel Fibers." In ASME 2000 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/detc2000/rsafp-14482.

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Abstract The elastic and elasto-plastic stress analysis of thermoplastic matrix roller chain link plates reinforced with steel fibers is performed by using Finite Elements Analysis (FEA). A two-dimensional finite element computer program is developed for elasto-plastic stress analysis. Isoparametric quadratic element with four nodes is used with Lagrange polynomial as an interpolation function. The results of elastic and elasto-plastic finite element stress analysis by using the computer program prepared, are compared with experimental, (photoelastic) results. The spreads of the plastic zones
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Arslan, Nurettin, Aydın Turgut, and Erol Sancaktar. "Elasto-Plastic Finite Element Analysis of Isotropic Plates With U-Notches." In ASME 1996 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/imece1996-0859.

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Abstract Elasto-plastic stress analysis of the U-notched isotropic steel plates (SAE 1060) has been carried out using the finite element method (FEM) Isoparametric rectangular elements with four nodes have been employed and the Lagrange polynomial has been used as interpolation function Mechanical properties and yield strength of the U-notched plates have been obtained experimentally using a tensile testing machine. The spreads of the plastic zones have been illustrated for varies cases. Residual stress and equivalent stresses obtained have been presented in diagrams and compared with some of
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Arslan, Nurettin, Aydın Turgut, and Erol Sancaktar. "Elasto-Plastic Finite Element Stress Analysis of Thermoplastic-Matrix Symmetric Cross-Ply Plates With Square Hole." In ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-2456.

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Abstract In this study, elasto-plastic stress analysis of symmetric cross-ply reinforced thermoplastic (PVC) matrix composite laminated plates with square hole is presented. A two-dimensional computer program is developed for elasto-plastic stress analysis of laminated plates by FEM. The thermoplastic matrix is reinforced using long stainless steel fibers. The composite plates are manufactured by using molds under the action of 2 MPa pressure, and heating up to 200 °C. The laminated plate with square hole consists of four reinforced layers bonded symmetrically in ([θ/-θ]2) cross-ply configurat
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Jacquet, Nicolas, Nicolas Tardif, Thomas Elguedj, and Christophe Garnier. "Elasto-Visco-Plastic Buckling of Thick Anisotropic Shells: Numerical Buckling Predictions and Experiments." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21491.

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Abstract This work is focused on elasto-visco-plastic (EVP) buckling of thick shell structures. In particular we are interested in predicting accurately the buckling risk of stainless steel components of nuclear fast sodium reactor working under high pressure and at high temperature (around 180 bar and 500 °C). We follow a modeling/experimental approach to solve this problem. The set-up of relevant experiments at such high temperature being complex, we work with a representative material that shows similar EVP and buckling behavior at room temperature. The representative material is an alloy m
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Zhong, W. F., and Y. Y. Huang. "Elasto-Plastic Analysis of Anisotropic Plates and Shells With Moderate Thickness by FEM." In ASME 1995 Design Engineering Technical Conferences collocated with the ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/detc1995-0631.

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Abstract A numerical analysis of anisotropic plates and shells with moderate thickness is dealt with in this paper by using elasto-plastic finite element method. The Huber-Mises yield surface extended by Hill and the nine-node Heterosis element are introduced into the present model. In order to increase the computational accuracy and the speed of convergence an improving arc-length iteration method for solving nonlinear increment finite element equations is presented. Numerical examples are given and compared with available solutions. It is shown that the proposed method is more efficient than
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Abhay, Bambole, and Desai Yogesh. "Three-Dimensional Elasto-Plastic Analysis Of Thick Laminated Composite Plates Using Hybrid-Interface Elements." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-123-373.

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Okumuş, Fuat, Aydın Turgut, and Erol Sancaktar. "Elasto-Plastic Finite Element Analysis of Metal-Matrix Composite Plates With Hole Under Plane Loading." In ASME 1999 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/imece1999-1182.

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Abstract The elasto-plastic stress analysis of composite plates with hole has been carried out by the finite element method. For this purpose, an isoparametric rectangular element with nine nodes has been chosen and the lagrange polynomial has been used as interpolation function. Steel-aluminum composite has been manufactured by using mould under the action of 30 MPa pressure and heating up to 600 °C. Mechanical properties and yield strength of the composite material have been obtained experimentally by using a strain gauge in the tensile testing machine. The composite plates in various dimens
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Nayak, Ajaya. "Elasto-Plastic Analysis of Initially-Stressed Plates Using a 3D Degenerated Mindlin-Kirchhoff Shell Element." In 48th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 2007. http://dx.doi.org/10.2514/6.2007-2383.

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Cui, Hu-wei, and Ping Yang. "Cyclic Behavior of Stiffened Plates Under In-Plane Loading by Numerical Analysis." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23610.

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The aim of the present work is to analyze numerically the progressive collapse behavior of stiffened plates subjected to extreme and/or cyclic loads. In this paper, a series of elasto-plastic large deflection analyses is performed on stiffened plates subjected to cyclic uniaxial in-plane loading by non-linear Finite Element Method. The target stiffened plates with two different dimensions are analyzed by two kinds of models. In the analyses, forced displacements are applied, and all the cyclic loading starts from compression to clarify the effect of cyclic loading on the buckling/plastic colla
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