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Journal articles on the topic 'Elasto-plastic systems'

Author: Grafiati

Published: 14 March 2023

Last updated: 31 July 2025

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1

Leung, A. Y. T., and T. C. Fung. "Analytical solutions of elasto-plastic systems." Journal of Sound and Vibration 142, no. 1 (1990): 175–82. http://dx.doi.org/10.1016/0022-460x(90)90590-v.

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2

Phạm, Đình Hải, Văn Bằng Phùng, and Đình Hòa Nguyễn. "Seismic response of bilinear elasto-plastic (EP) systems and self-centering (SC) systems under far field and near field earthquake ground motions." Vietnam Institute for Building Science and Technology 2024, vi.vol1 (2024): 17–25. http://dx.doi.org/10.59382/j-ibst.2024.vi.vol1-3.

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This study presents seismic response of single degree of freedom (SDOF) elasto-plastic and self-centering systems under far and near-fault ground motions. These parameters was conducted to determine the influence on SDOF structure response in term of ductility, absolute acceleration, absorbed energy, strength ratio and strength reduction factor. It was found that maximum ductility for bilinear elasto-plastic systems was qualitatively similar to self-centering hysteretic systems, by adjusting the value of α and β, a self-centering hysteretic systems could be made qualitatively better than bilin

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3

Pal, Raj Kumar, Amnaya P. Awasthi, and Philippe H. Geubelle. "Wave propagation in elasto-plastic granular systems." Granular Matter 15, no. 6 (2013): 747–58. http://dx.doi.org/10.1007/s10035-013-0449-1.

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4

Au, S. K. "Critical excitation of sdof elasto-plastic systems." Journal of Sound and Vibration 296, no. 4-5 (2006): 714–33. http://dx.doi.org/10.1016/j.jsv.2006.01.034.

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5

Wang, Pao‐Hsii, and Min‐Jong Wang. "Elasto‐plastic large displacement analysis of cable systems." Journal of the Chinese Institute of Engineers 9, no. 5 (1986): 451–64. http://dx.doi.org/10.1080/02533839.1986.9676913.

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6

Au, Siu-Kui. "Sub-critical excitations of SDOF elasto-plastic systems." International Journal of Non-Linear Mechanics 41, no. 9 (2006): 1095–108. http://dx.doi.org/10.1016/j.ijnonlinmec.2006.11.005.

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7

Di Egidio, Angelo, Stefano Pagliaro, and Alessandro Contento. "Elasto-Plastic Short Exoskeleton to Improve the Dynamic and Seismic Performance of Frame Structures." Applied Sciences 12, no. 20 (2022): 10398. http://dx.doi.org/10.3390/app122010398.

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The coupling with external mechanical systems such as oscillating masses working as tuned mass dampers, dynamic mass absorbers, elasto-plastic dampers, and rigid walls is an effective method to reduce the displacements and drifts of structures under external loads. An alternative method is provided by the coupling of the structure with an independent, auxiliary elasto-plastic system. This paper investigates the dynamic and seismic behaviour of a structure rigidly coupled with an auxiliary yielding mechanical system under harmonic and seismic ground excitation. A two-degree-of-freedom model is

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8

Terazawa, Yuki, and Toru Takeuchi. "Generalized Response Spectrum Analysis for Structures with Dampers." Earthquake Spectra 34, no. 3 (2018): 1459–79. http://dx.doi.org/10.1193/092217eqs188m.

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In this study, a computational seismic design routine is proposed based on a generalized response spectrum analysis for highly indeterminate structures with energy-dissipation members, such as viscous or elasto-plastic dampers. Complex stiffness terms are introduced to account for displacement-dependent damping, and a three-dimensional (3-D) element stiffness matrix with complex axial stiffness is proposed for elasto-plastic dampers. A modified complete quadratic combination method previously developed for real symmetric damped systems is extended to complex asymmetric damped systems, based on

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9

Hayward, V., B. S. R. Armstrong, F. Altpeter, and P. E. Dupont. "Discrete-Time Elasto-Plastic Friction Estimation." IEEE Transactions on Control Systems Technology 17, no. 3 (2009): 688–96. http://dx.doi.org/10.1109/tcst.2008.2001710.

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10

Elgamal, Ahmed-W. "Shear hysteretic elasto-plastic earthquake response of soil systems." Earthquake Engineering & Structural Dynamics 20, no. 4 (1991): 371–87. http://dx.doi.org/10.1002/eqe.4290200406.

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11

Ambrosio, Jorge A. C., and Parviz E. Nikravesh. "Elasto-plastic deformations in multibody dynamics." Nonlinear Dynamics 3, no. 2 (1992): 85–104. http://dx.doi.org/10.1007/bf00118987.

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12

WATANABE, Hiroshi, Toshiaki HISADA, Tetsundo NAKATOGAWA, Koichiro OKETANI, and Nobuyoshi IRIKI. "Ratchet Analysis of Piping Systems by Dynamic Elasto-Plastic FEM." Transactions of the Japan Society of Mechanical Engineers Series A 64, no. 627 (1998): 2710–17. http://dx.doi.org/10.1299/kikaia.64.2710.

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13

Wang, Kesheng, and O. Bjørke. "Mechanical Networks Model for Analysis of Elasto-Plastic Truss Systems." IFAC Proceedings Volumes 25, no. 18 (1992): 327–34. http://dx.doi.org/10.1016/s1474-6670(17)49992-7.

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14

Chang, Seongkyu, and Sung Gook Cho. "An Intelligent Process to Estimate the Nonlinear Behaviors of an Elasto-Plastic Steel Coil Damper Using Artificial Neural Networks." Actuators 11, no. 1 (2021): 9. http://dx.doi.org/10.3390/act11010009.

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This study developed a nonlinear behavior prediction model for elasto-plastic steel coil dampers (SCDs) using artificial neural networks (ANN). To train the ANN, first, the input and output data of the behavior of the elasto-plastic SCD was prepared. This study utilized the design parameters and load–displacement curves of the SCD to train the ANN. The elasto-plastic load–displacement curve of the SCD was obtained from simulation results using an ANSYS workbench. The design parameters (wire diameter, internal diameter, number of active windings, yield strength) of the SCD were defined as the i

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15

Fujita, Katsuhisa, Tetsuya Kimura, and Yoshikazu Ohe. "Seismic Response Analysis of Piping Systems With Nonlinear Supports Using Differential Algebraic Equations." Journal of Pressure Vessel Technology 126, no. 1 (2004): 91–97. http://dx.doi.org/10.1115/1.1634589.

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Hysteresis elements such as elasto-plastic dampers are important elements for mechanical structures, especially for earthquake-proof structures. When such nonlinear supports are utilized for piping systems, the nonlinearities of the hysteresis elements and the geometrical complexity of the piping systems lead to complicated seismic responses, and thus further studies are required in order to enhance the reliability of the earthquake-proof design. In the seismic response analysis, the method of time history response analysis is widely used. In this paper, a method of nonlinear seismic response

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16

HAGIWARA, Nobuyuki, Hiroshi OHMORI, and Tetsuya MATSUI. "DYNAMIC BEHAVIOR AND STABILITY OF ELASTO-PLASTIC SYSTEMS WITH GEOMETRICAL NONLINEARITY." Journal of Structural and Construction Engineering (Transactions of AIJ) 61, no. 488 (1996): 77–86. http://dx.doi.org/10.3130/aijs.61.77_3.

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17

SHIBUTANI, Tadahiro, Yukihisa KURIYAMA, Naoya KASAI, and Izumi NAKAMURA. "Advanced elasto-plastic response analysis model for piping systems with tees." Proceedings of the Materials and Mechanics Conference 2022 (2022): OS0105. http://dx.doi.org/10.1299/jsmemm.2022.os0105.

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18

Au, Siu-Kui. "Importance sampling for elasto-plastic systems using adapted process with deterministic control." International Journal of Non-Linear Mechanics 44, no. 2 (2009): 190–99. http://dx.doi.org/10.1016/j.ijnonlinmec.2008.11.010.

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19

Mukaddes, Abul Mukid Mohammad, Masao Ogino, Ryuji Shioya, and Hiroshi Kanayama. "Treatment of Block-Based Sparse Matrices in Domain Decomposition Method." International Journal of System Modeling and Simulation 2, no. 1 (2017): 1. http://dx.doi.org/10.24178/ijsms.2017.2.1.01.

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Abstract— The domain decomposition method involves the finite element solution of problems in the parallel computer. The finite element discretization leads to the solution of large systems of linear equation whose matrix is naturally sparse. The use of proper storing techniques for sparse matrix is fundamental especially when dealing with large scale problems typical of industrial applications. The aim of this research is to review the sparsity pattern of the matrices originating from the discretization of the elasto-plastic and thermal-convection problems. Some practical strategies dealing w

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20

Kaliszky, S., and J. Lógó. "Optimal strengthening of elasto-plastic trusses with plastic deformation and stability constraints." Structural Optimization 18, no. 4 (1999): 296–99. http://dx.doi.org/10.1007/bf01223313.

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21

Kim, Kyung-Suk, and Junglhl Kim. "Elasto-Plastic Analysis of the Peel Test for Thin Film Adhesion." Journal of Engineering Materials and Technology 110, no. 3 (1988): 266–73. http://dx.doi.org/10.1115/1.3226047.

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Analyses have been made to extract the objective interfacial fracture toughness from the peel strength of very thin metallic films. An elastoplastic bending model of the adherend film has been employed in the analyses applying the fracture mechanics concept of steady-state interfacial crack growth. The analytic result finally shown is a universal peel diagram where the objective interfacial fracture toughness is readily readable when the peel strength is known. Experimental results for Cu films on Si and polyimide substrate systems with a Cr interface are also presented.

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22

ASANO, Koichiro, and Hajime NAKAGAWA. "SEISMIC RANDOM RESPONSE ANALYSIS OF ELASTO-PLASTIC SYSTEMS UNDER ACTIVE SATURATION CONTROL FORCE." Journal of Structural and Construction Engineering (Transactions of AIJ) 450 (1993): 49–57. http://dx.doi.org/10.3130/aijsx.450.0_49.

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23

Feng, Xiaodong, and Shaohua Guo. "Geometrical nonlinear elasto-plastic analysis of tensegrity systems via the co-rotational method." Mechanics Research Communications 79 (January 2017): 32–42. http://dx.doi.org/10.1016/j.mechrescom.2016.12.003.

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24

Nie, Jianguo, Muxuan Tao, C. S. Cai, and Ge Chen. "Modeling and investigation of elasto-plastic behavior of steel–concrete composite frame systems." Journal of Constructional Steel Research 67, no. 12 (2011): 1973–84. http://dx.doi.org/10.1016/j.jcsr.2011.06.016.

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25

Au, Siu-Kui. "First passage probability of elasto-plastic systems by importance sampling with adapted process." Probabilistic Engineering Mechanics 23, no. 2-3 (2008): 114–24. http://dx.doi.org/10.1016/j.probengmech.2007.12.005.

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26

D'Ambrisi, Angelo, and Marco Mezzi. "A probabilistic approach for estimating the seismic response of elasto-plastic SDOF systems." Earthquake Engineering & Structural Dynamics 34, no. 14 (2005): 1737–53. http://dx.doi.org/10.1002/eqe.509.

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27

Meng, Wenjun, and Yao Wang. "Comprehensive analyses of the elasto-plastic oblique contact-impact with vibration response." Proceedings of the Institution of Mechanical Engineers, Part K: Journal of Multi-body Dynamics 233, no. 2 (2018): 441–54. http://dx.doi.org/10.1177/1464419318801732.

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Contact-impact between different surfaces is a ubiquitous phenomenon especially in the mechanical systems. Previous work of authors indicated that the effect of longitudinal and/or transverse vibration response during the motion and dynamic modeling cannot be neglected for the elasto-plastic contact-impact events. In this study, further analyses were performed to characterize the contribution of longitudinal and transverse vibration responses during the elasto-plastic oblique contact-impact, and the formula to calculate the influence factor of vibration, ξ, was proposed based on the contact fo

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28

Paparizos, L. G., and W. D. Iwan. "Some Observations on the Random Response of an Elasto-Plastic System." Journal of Applied Mechanics 55, no. 4 (1988): 911–17. http://dx.doi.org/10.1115/1.3173741.

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The nature of the response of strongly yielding systems subjected to random excitation, is examined. Special attention is given to the drift response, defined as the sum of yield increments associated with inelastic response. Based on the properties of discrete Markov process models of the yield increment process, it is suggested that for many cases of practical interest, the drift can be considered as a Brownian motion. The approximate Gaussian distribution and the linearly divergent mean square value of the process, as well as an expression for the probability distribution of the peak drift

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29

Galvis Salazar, Juan Camilo, Heriberto Enrique Maury Ramírez, and Roque Julio Hernández Donado. "Elasto-plastic model to determine the maximum force for shaft straightening process." Ingeniería e Investigación 37, no. 2 (2017): 107–10. http://dx.doi.org/10.15446/ing.investig.v37n2.61064.

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This paper shows the development of a mathematical model based on elasto-plastic behavior of materials in order to determine the bending moment and the maximum straightening force required to repair a bent shaft. The importance of this work is because many machines use shafts to transmit power and movement, and these elements can suffer permanent deflections during operation cycles. An appropriate reparation process can increase the life of these elements significantly. Knowing the mechanics for a straightening process is essential for design, processes and maintenance engineers in charge of s

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30

Nesenenko, Sergiy. "Lq-almost solvability of inelastic models of monotone type." Proceedings of the Royal Society of Edinburgh: Section A Mathematics 141, no. 4 (2011): 835–64. http://dx.doi.org/10.1017/s0308210510001174.

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It is well known that the loss of the coerciveness for governing monotone nonlinearities in evolution equations/inclusions can lead to the problem having no solution for given data, and the rule for choosing appropriate data has to be prescribed. Allowing constitutive functions in the evolution relations for elasto-/visco-plastic models of monotone type to be non-coercive, we first give a new (relaxed) meaning to the solvability of the systems of equations under consideration and then we define criteria for choosing admissible data, which guarantees the solvability in the defined sense. Realiz

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31

Shen, Zu-Yan, Chao-Xu Lai, and Xian-Zhong Zhao. "A Synthetic Discrete Method for Analyzing the Elasto-plastic Seismic Response of Tall Steel Framed-tube Systems." Advances in Structural Engineering 1, no. 3 (1998): 177–83. http://dx.doi.org/10.1177/136943329800100302.

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In this paper, a synthetic discrete method, which combines the merits of both finite element method and Ritz method, is presented for the analysis of elasto-plastic seismic response of tall steel framed-tube systems. The generalized column element and generalized beam element are correspondingly established. Using this proposed method, the computing degree of freedom of the system is considerably reduced and the calculating efficiency is greatly increased so that the method is able to be implemented on both desktop and notebook computers and possesses extremely high precision.

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32

OHNO, Tomonori, and Takashi NISHIOKA. "Control of input energy for elasto-plastic multi-mass systems subjected to seismic motion." Doboku Gakkai Ronbunshu, no. 356 (1985): 247–57. http://dx.doi.org/10.2208/jscej.1985.356_247.

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33

Tabbuso, Pietro, Seymour M. J. Spence, Luigi Palizzolo, Antonina Pirrotta, and Ahsan Kareem. "An efficient framework for the elasto-plastic reliability assessment of uncertain wind excited systems." Structural Safety 58 (January 2016): 69–78. http://dx.doi.org/10.1016/j.strusafe.2015.09.001.

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34

ITO, Tomohiro, Masashi MICHIUE, and Katsuhisa FUJITA. "Investigation of Optimal Seismic Design Methodology for Piping Systems Supported by Elasto-Plastic Dampers." Journal of System Design and Dynamics 3, no. 1 (2009): 59–69. http://dx.doi.org/10.1299/jsdd.3.59.

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35

ITO, Tomohiro, Masashi MICHIUE, and Katsuhisa FUJITA. "Investigation of Optimal Seismic Design Methodology for Piping Systems Supported by Elasto-plastic Dampers." Journal of System Design and Dynamics 4, no. 2 (2010): 348–59. http://dx.doi.org/10.1299/jsdd.4.348.

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36

Egner, H., M. Juchno, M. Kula, and J. Skrzypek. "Numerical Analysis of FG and TBC Systems Based on Thermo-Elasto-Plastic-Damage Model." Journal of Thermal Stresses 30, no. 9-10 (2007): 977–1001. http://dx.doi.org/10.1080/01495730701499057.

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37

Di Egidio, Angelo, and Alessandro Contento. "Improvement of the Dynamic and Seismic Behaviour of Rigid Block-like Structures by a Hysteretic Mass Damper Coupled with an Inerter." Applied Sciences 12, no. 22 (2022): 11527. http://dx.doi.org/10.3390/app122211527.

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The protection of rigid block-like structures against seismic hazards is a widely studied topic and has been achieved to different degrees with active and passive protection methods. For the protection of rigid block-like structures, this paper proposes the coupling of a rigid block-like structure, modelled as a single rigid block, with an external, auxiliary system through a hysteretic elasto-plastic device. The auxiliary system is constituted by an oscillating mass, whose inertial effects are amplified by the use of an inerter device. The auxiliary system works as a hysteretic mass damper. T

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38

Shakhov, Sergey, and Nikita Nikolaev. "Management of structural and mechanical properties of moulding compound using mineral additives." MATEC Web of Conferences 239 (2018): 04022. http://dx.doi.org/10.1051/matecconf/201823904022.

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The purpose of work: the choice of the rational composition of the batch mixture, which improves the molding properties of the silt loams in the production of wall ceramics by the method of plastic molding. In the course of the study, the fraction-size distribution and morphological features of the fractions were analyzed on a photometric sedimentometer FSX-6K and by optical microscopy. Determination of the plastic strength of elasto-visco-plastic systems was carried out by Rehbinder’s conical plastometer. The values of fast and slow elastic and plastic deformations were determined on an insta

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39

Sun, J. F., G. L. Wang, and H. O. Zhang. "Elasto-plastic contact problem of laying wire rope using FE analysis." International Journal of Advanced Manufacturing Technology 26, no. 1-2 (2004): 17–22. http://dx.doi.org/10.1007/s00170-004-2120-9.

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40

Lee, Chang-Kyun, Eun-ho Lee, Jinwoo Im, ChiWoong Ra, and No-Cheol Park. "Determination of Fourier expansion number for elasto-plastic analysis of piping systems using flexibility factor." Journal of Mechanical Science and Technology 36, no. 2 (2022): 637–46. http://dx.doi.org/10.1007/s12206-022-0111-0.

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41

Cuesta, Isabel, and Mark A. Aschheim. "Isoductile strengths and strength reduction factors of elasto-plastic SDOF systems subjected to simple waveforms." Earthquake Engineering & Structural Dynamics 30, no. 7 (2001): 1043–59. http://dx.doi.org/10.1002/eqe.51.

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42

Castrillón Trujillo, Juan Carlos, and Juan Manuel Meza Meza. "Deconvolution of design parameters from elasto-plastic energy data acquired by nanoindentation in ceramic coatings." Scientia et technica 22, no. 2 (2017): 131. http://dx.doi.org/10.22517/23447214.12371.

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The elasto-plastic energies and the RID parameter (Relative Indentation Depth b=hmax/t), defined as the ratio between the maximum indentation depth and the coating thickness, were used to evaluate the ability of the ceramic coated systems to withstand load. The study was conducted on M2 and 304L steels coated with titanium nitride by PAPVD. Both substrates were coated with TiN of about 2,0 and 3,0 µm thickness. The hardness vs. (b) and the ratio of plastic to total energy (Wp/Wt) vs. (b) graphs were analyzed. There were found correlations between the indentation depths at which the transition

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43

Adjeloua, Abdelaziz, N. Boualem, H. Meddah, and A. Belarbi. "Numerical simulation of peel test for ductile thin film along ceramic substrate: Elasto-plastic analysis." Journal of Mechanical Engineering and Sciences 15, no. 1 (2021): 7762–70. http://dx.doi.org/10.15282/jmes.15.1.2021.12.0612.

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Due to extensive applications of the thin film/substrate systems in engineering, the research on strength, ductility and reliability of these systems have attracted great deal of interest in recent years. The peel angle of debonded film on the ceramic substrate has a very important effect in the mechanical resistance of film/substrate bi-material. Among critical debonding parameters, peeling angle and thermal residual stresses can be a potential risk of brutal propagation causing the film/substrate composite failure under tensile loading. This study is carried out to analyze the peeling angle

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44

Li, Jiachen, Cheng Liu, Haiyan Hu, and Shixiong Zhang. "Analysis of elasto-plastic thin-shell structures using layered plastic modeling and absolute nodal coordinate formulation." Nonlinear Dynamics 105, no. 4 (2021): 2899–920. http://dx.doi.org/10.1007/s11071-021-06766-9.

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45

Lauriere, M., Z. Li, L. Mertz, J. Wylie, and S. Zuo. "Free boundary value problems and hjb equations for the stochastic optimal control of elasto-plastic oscillators." ESAIM: Proceedings and Surveys 65 (2019): 425–44. http://dx.doi.org/10.1051/proc/201965425.

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We consider the optimal stopping and optimal control problems related to stochastic variational inequalities modeling elasto-plastic oscillators subject to random forcing. We formally derive the corresponding free boundary value problems and Hamilton-Jacobi-Bellman equations which belong to a class of nonlinear partial of differential equations with nonlocal Dirichlet boundary conditions. Then, we focus on solving numerically these equations by employing a combination of Howard’s algorithm and the numerical approach [A backward Kolmogorov equation approach to compute means, moments and correla

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46

Lógó, János. "Optimal limit design of elasto-plastic structures for time-dependent loading." Structural and Multidisciplinary Optimization 33, no. 3 (2006): 269–73. http://dx.doi.org/10.1007/s00158-006-0053-7.

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47

Chiba, T., and H. Kobayashi. "Response Characteristics of Piping System Supported by Visco-Elastic and Elasto-Plastic Dampers." Journal of Pressure Vessel Technology 112, no. 1 (1990): 34–38. http://dx.doi.org/10.1115/1.2928583.

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Improving the reliability of the piping systems can be achieved by eliminating the mechanical snubber and by reducing the response of the piping. In the seismic design of piping system, damping is one of the important parameters to reduce the seismic response. It is reported that the energy dissipation at piping supports contributes to increasing the damping ratio of piping system. Visco-elastic damper (VED) and elasto-plastic damper (EPD) were developed as more reliable, high-damping piping supports. The dynamic characteristics of these dampers were studied by the component test and the full-

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48

SHINTANI, Masanori, Manabu HAMAI, and Shinjiro SHINTANI. "209 Study on Analytical Model of Nonlinear Vibration Systems with Gaps Used Elasto-Plastic Solid Model." Proceedings of Conference of Hokuriku-Shinetsu Branch 2000.37 (2000): 55–56. http://dx.doi.org/10.1299/jsmehs.2000.37.55.

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49

MAEKAWA, Akira, and Tsuneo TAKAHASHI. "Elasto-Plastic Response of Piping Systems with Pipe Support Structures Using Three-Dimensional Strong Excitation Test." Proceedings of Mechanical Engineering Congress, Japan 2017 (2017): J1010101. http://dx.doi.org/10.1299/jsmemecj.2017.j1010101.

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50

HATA, Ippei, Shinji ISHIMARU, and Jun HASEGAWA. "ON PERFORMANCE BASED DESIGN METHOD FOR SYSTEMS WITH NON-LINEAR VISCOUS DAMPER AND ELASTO-PLASTIC DAMPER." Journal of Structural and Construction Engineering (Transactions of AIJ) 72, no. 617 (2007): 47–54. http://dx.doi.org/10.3130/aijs.72.47_4.

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