Добірка наукової літератури з теми "Elasto-plastic plates"
Оформте джерело за APA, MLA, Chicago, Harvard та іншими стилями
Ознайомтеся зі списками актуальних статей, книг, дисертацій, тез та інших наукових джерел на тему "Elasto-plastic plates".
Біля кожної праці в переліку літератури доступна кнопка «Додати до бібліографії». Скористайтеся нею – і ми автоматично оформимо бібліографічне посилання на обрану працю в потрібному вам стилі цитування: APA, MLA, «Гарвард», «Чикаго», «Ванкувер» тощо.
Також ви можете завантажити повний текст наукової публікації у форматі «.pdf» та прочитати онлайн анотацію до роботи, якщо відповідні параметри наявні в метаданих.
Статті в журналах з теми "Elasto-plastic plates"
Papadopoulos, Panayiotis, and Robert L. Taylor. "Elasto-Plastic Analysis of Reissner-Mindlin Plates." Applied Mechanics Reviews 43, no. 5S (May 1, 1990): S40—S50. http://dx.doi.org/10.1115/1.3120846.
Повний текст джерелаKutt, Lembit M., and Maciej P. Bieniek. "Elasto‐Plastic Constitutive Equations of Stiffened Plates." Journal of Engineering Mechanics 114, no. 4 (November 1988): 656–70. http://dx.doi.org/10.1061/(asce)0733-9399(1988)114:4(656).
Повний текст джерелаÇelik, Mehmet. "Elasto-plastic behavior of isotropic stepped plates." Engineering Analysis with Boundary Elements 25, no. 6 (June 2001): 455–60. http://dx.doi.org/10.1016/s0955-7997(01)00039-x.
Повний текст джерелаYankelevsky, David Z. "Elasto-plastic blast response of rectangular plates." International Journal of Impact Engineering 3, no. 2 (January 1985): 107–19. http://dx.doi.org/10.1016/0734-743x(85)90029-6.
Повний текст джерелаTian, Yan-ping, and Yi-ming Fu. "Elasto-plastic postbuckling of damaged orthotropic plates." Applied Mathematics and Mechanics 29, no. 7 (July 2008): 841–53. http://dx.doi.org/10.1007/s10483-008-0702-y.
Повний текст джерелаChang, Wan-Shu, T. Krauthammer, and E. Ventsel. "Elasto-Plastic Analysis of Corrugated-Core Sandwich Plates." Mechanics of Advanced Materials and Structures 13, no. 2 (March 2006): 151–60. http://dx.doi.org/10.1080/15376490500451767.
Повний текст джерелаZhu, 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 (June 2018): 1850056. http://dx.doi.org/10.1142/s1758825118500564.
Повний текст джерелаMars, 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 (May 2018): 1850038. http://dx.doi.org/10.1142/s1758825118500382.
Повний текст джерелаArslan, Nurettin, and Mehmet Çelik. "Thermoplastic Matrix Plates in Elasto-Plastic Finite Element Analysis." Journal of Reinforced Plastics and Composites 20, no. 14 (September 15, 2001): 1191–204. http://dx.doi.org/10.1177/073168401772679156.
Повний текст джерелаArslan, Nurettin, and Mehmet Çelik. "Thermoplastic Matrix Plates in Elasto-Plastic Finite Element Analysis." Journal of Reinforced Plastics and Composites 20, no. 14-15 (September 2001): 1191–204. http://dx.doi.org/10.1106/6e0j-fk70-a7j4-hgln.
Повний текст джерелаДисертації з теми "Elasto-plastic plates"
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.
Повний текст джерелаDrinali, 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.
Повний текст джерелаJacquet, Nicolas. "Elasto-visco-plastic buckling of thick shells." Thesis, Lyon, 2021. http://www.theses.fr/2021LYSEI005.
Повний текст джерелаThis thesis investigates the elasto-visco-plastic buckling of thick shell structures. Methods to estimate the buckling of thin elasto-visco-plastic shells are proposed in literature. Nevertheless, only few works present experimental results, and none treat experimental elasto-visco-plastic thick shell buckling. A modelling / experimental approach is followed to solve such problem. A buckling prediction model based on Bodner's approach is coupled to the corner theory to predict buckling of elasto-visco-plastic shells. This model should be applicable to predict the buckling of thick elasto-visco-plastic shells subjected to non-proportional loading. Bifurcation analysis were performed to estimate buckling critical stresses, strains and times, and buckling modes. The validity and the limitation of the buckling prediction method was discussed. Effect of geometrical and loading imperfections on buckling behaviour were also discussed. Two test campaigns were performed on two different thick shell geometries. The specimens were manufactured from an alloy with an elasto-visco-plastic behaviour at room temperature. The first buckling test campaign was performed on thick plates subjected to a uniaxial compressive loading and the second one on thick hemi-egg shells subjected to external pressure. 3D digital image correlation was used to measure displacement fields on specimen surfaces during buckling experiments. It is also used in order to extract and investigate the evolution of the buckling modes. The experiments were also modelled through finite element models. A good correlation between the buckling predictions and the experiments was observed. The good correlation was noticed on both critical values and buckling modes
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.
Повний текст джерелаHelbig, 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.
Повний текст джерелаStructural elements such as thin plates are part of a large number of applications in various areas of engineering and are of great importance for marine and aerospace engineering, construction and offshore structures hulls, and the construction of airplane fuselages. Being a slender structural element, they are subject to a different mechanical behavior known as buckling, caused by a compressive loading. The phenomenon of buckling can be divided in elastic and elasto-plastic buckling, being dependent dimensional, construction and / or operational aspects. The inclusion of perforations in plates causes a redistribution of its internal stress, affecting not only their resistance but also their buckling characteristics. In this work it was performed the analysis of the mechanical behavior of thin perforated steel plates, simply supported on its edges, and subjected to compression. In the analysis it was considered two degrees of freedom: H/L and H0/L0. For H/L will be analyzed plates with H/L = 1.00 and H/L = 0.50, wherein H and L represent respectively the width and length of the plate. There are endless possibilities for the relation H0/L0. The studied plates have a thickness (h) of 10.00 mm and centralized perforation. The following types of perforation will be used: longitudinal oblong, transverse oblong, elliptical, rectangular, diamond, longitudinal hexagonal and transverse hexagonal. Also in relation to perforations, it will be considered the following fractions (ϕ = 0.08; 0.10; 0.15; 0.20 and 0.25), wherein (ϕ) corresponds to the volume ratio of the perforation. For determining the critical and ultimate buckling loads it was utilized numerical simulation with the assistance of Ansys® software, which is based on the finite element method. The application of the Constructal Design method of this study made it possible to determine the optimal geometries for all types of perforations, for all values of (ϕ) and all the relations H/L. The results show that there is an influence of the perforation type, shape and size, in defining the limit curves of the buckling and the curves of the elasto-plastic buckling. It was also possible to define, for each type of perforation and for all (ϕ) values, the transition points between elastic and elasto-plastic buckling; as well as the points that define the maximum values for the TLNMáx factor (normalized limit stress).
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.
Повний текст джерелаEareckson, Peter Dudley. "Elasto-plastic analysis of axisymmetrically loaded circular plates using Green's functions." Thesis, 1986. http://hdl.handle.net/10945/21820.
Повний текст джерела賴凱弘. "Elasto-plastic deformation of an impact head on laminated plates with damage." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/19898368622446177621.
Повний текст джерелаChen, C. C., and 陳慶棋. "Displacement Identification of Torch Heated Plate Structure Using Thermo-Elasto-Plastic Strip Model." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/67523541084673789813.
Повний текст джерела國立成功大學
航空太空工程學系
88
The purpose of the thesis is to study the thermo-elasto-plastic deformation response of a steel plate subject to hot working forming process. In order to reduce a large amount of time to compute thermo elastro-plastic problem, we utilize a simplified model to relate heating effect into the equivalent shrinkage force and bending moment, then take finite element method (FEM) to solve the deflection of plate. There are two parameters of the model needed to be identified, we adopt genetic algorithms (GAs) to search the optimal parameters on the basis of experiment’s result. For seeking the parameters, we construct and combine finite element program and GAs program, then use numerical simulation to test the robust of GAs and induce the application range of GAs subject to thermo elasti-plastic model. We conclude that it exists 29% error compared with experiment’s result. GAs is a time-consuming optimization tool. In order to decrease computational time, we introduce the method of effective stiffness and effective load and prove its validity when performing FEM in GAs.
Книги з теми "Elasto-plastic plates"
M, Paulekar Y., and Bhabha Atomic Research Centre, eds. Elasto-plastic damper for passive control of seismic response of piping systems. Mumbai: Bhabha Atomic Research Centre, 2003.
Знайти повний текст джерелаVoyiadjis, George Z., and Pawel Woelke. Elasto-Plastic and Damage Analysis of Plates and Shells. Springer Berlin / Heidelberg, 2010.
Знайти повний текст джерелаVoyiadjis, George Z., and Pawel Woelke. Elasto-Plastic and Damage Analysis of Plates and Shells. Springer London, Limited, 2008.
Знайти повний текст джерелаGeorge, Z. Voyiadjis Pawel Woelke. Elasto-Plastic and Damage Analysis of Plates and Shells. Springer, 2008.
Знайти повний текст джерелаElasto-Plastic and Damage Analysis of Plates and Shells. Berlin, Heidelberg: Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-79351-9.
Повний текст джерелаEareckson, Peter Dudley. Elasto-plastic analysis of axisymmetrically loaded circular plates using Green's functions. 1986.
Знайти повний текст джерелаRimrott, R. A. Elasto-plastic analysis of beams and plates by the finite element method. 1987.
Знайти повний текст джерелаЧастини книг з теми "Elasto-plastic plates"
Pavilainen, Galina. "Elasto-plastic deformations of ribbed plates." In Asymptotic Methods in Mechanics, 227–33. Providence, Rhode Island: American Mathematical Society, 1993. http://dx.doi.org/10.1090/crmp/003/16.
Повний текст джерелаHuang, Hou-Cheng. "Formulations and Applications for Elasto-Plastic Shell Analyses." In Static and Dynamic Analyses of Plates and Shells, 103–14. London: Springer London, 1989. http://dx.doi.org/10.1007/978-1-4471-1669-1_8.
Повний текст джерелаWunderlich, W., and H. Springer. "On Theories of Elasto-Plastic Shells in Mixed Tensor Formulation." In Inelastic Behaviour of Plates and Shells, 487–504. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82776-1_25.
Повний текст джерелаHuang, Hou-Cheng. "Formulations and Applications for Elasto-Plastic Dynamic Shell Analyses." In Static and Dynamic Analyses of Plates and Shells, 115–29. London: Springer London, 1989. http://dx.doi.org/10.1007/978-1-4471-1669-1_9.
Повний текст джерелаCyras, 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, 345–56. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82776-1_17.
Повний текст джерелаGelin, 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, 171–83. Providence, Rhode Island: American Mathematical Society, 1999. http://dx.doi.org/10.1090/crmp/021/11.
Повний текст джерелаKleiber, 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, 185–99. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-60885-3_9.
Повний текст джерелаHarada, 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, 581–87. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3459-7_90.
Повний текст джерелаda 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, 313–19. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-91847-7_29.
Повний текст джерелаNaruse, Yoshiaki, Masato Kim, Rikuto Umezawa, Kinya Ishibashi, Hiroyuki Koyama, Tetsuo Okada, and Yasumi Kawamura. "Scantling Evaluations of Plates and Stiffeners Based on Elasto-Plastic Analysis Under Axial Loads and Lateral Pressures." In Lecture Notes in Civil Engineering, 100–127. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4672-3_6.
Повний текст джерелаТези доповідей конференцій з теми "Elasto-plastic plates"
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.
Повний текст джерелаArslan, 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.
Повний текст джерелаJacquet, 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.
Повний текст джерелаArslan, 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.
Повний текст джерелаZhong, 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.
Повний текст джерелаAbhay, 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. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-123-373.
Повний текст джерелаOkumuş, 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.
Повний текст джерелаNayak, 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. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2007. http://dx.doi.org/10.2514/6.2007-2383.
Повний текст джерелаStelescu, Maria Daniela, Daniela Ioana Constantin, Maria Sonmez, Laurentia Alexandrescu, Mihaela Nituica, and Mihai Georgescu. "Development of elasto-plastic eco-nano-materials for the footwear industry." In The 8th International Conference on Advanced Materials and Systems. INCDTP - Leather and Footwear Research Institute (ICPI), Bucharest, Romania, 2020. http://dx.doi.org/10.24264/icams-2020.iv.22.
Повний текст джерелаYuge, Kohei, Nobuhiro Iwai, and Noboru Kikuchi. "Topology Optimization Algorithm for Plates and Shells Subjected to Plastic Deformations." In ASME 1998 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/detc98/dac-5603.
Повний текст джерела