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Artykuły w czasopismach na temat „Cyclic model”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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1

Steinhardt, Paul J., and Neil Turok. "The cyclic model simplified." New Astronomy Reviews 49, no. 2-6 (2005): 43–57. http://dx.doi.org/10.1016/j.newar.2005.01.003.

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2

Chiang, Dar-Yun. "A Phenomenological Model for Cyclic Plasticity." Journal of Engineering Materials and Technology 119, no. 1 (1997): 7–11. http://dx.doi.org/10.1115/1.2805979.

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A phenomenological model is proposed for cyclic plasticity based on the concept of distributed elements, which is capable of reflecting microstructural behavior of real materials under multiaxial cyclic loading conditions. By investigating the detailed behavior of the model, various important phenomena and effects of materials in cyclic plasticity can be elucidated. Generalization of the model is also done to include cyclic hardening effects. A thorough understanding of these complicated response mechanisms and material properties provides useful insight and guidelines for validating analytica

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3

Lytvynenko, Iaroslav, Serhii Lupenko, Oleh Nazarevych, Hryhorii Shymchuk, and Volodymyr Hotovych. "Additive mathematical model of gas consumption process." Scientific journal of the Ternopil national technical university 104, no. 4 (2021): 87–97. http://dx.doi.org/10.33108/visnyk_tntu2021.04.087.

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The problem of construction of a new mathematical model of the gas consumption process is considered in this paper. The new mathematical model is presented as an additive mixture of three components: cyclic random process, trend component and stochastic residue. The process of obtaining three components is carried out on the basis of caterpillar method, thus obtaining ten components of singular decomposition. In this approach, the cyclic component is formed from the sum of nine components of the schedule, which have one thing in common – repeated deployment over time. The trend component of th

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4

Vaitkune, Evelina, Lars Bo Ibsen, and Benjaminn Nordahl Nielsen. "Bucket foundation model testing under tensile axial loading." Canadian Geotechnical Journal 54, no. 5 (2017): 720–28. http://dx.doi.org/10.1139/cgj-2016-0301.

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The present study focusses on bucket foundation behaviour under long-term cyclic loading. The paper analyses testing results of a bucket foundation model exposed to cyclic tensile loading. The model, with dimensions of 1 m in diameter and 0.5 m in skirt length, was, installed in dense water-saturated sand. Slow monotonic loading tests and cyclic tensile loading tests were performed (up to 40 000 load cycles) including tests with mean cyclic loading in tension, which is a unique testing condition. High-quality data were documented for load, displacement, and pore pressure response. Conclusions

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5

Sima, José Fernando, Pere Roca, and Climent Molins. "Cyclic constitutive model for concrete." Engineering Structures 30, no. 3 (2008): 695–706. http://dx.doi.org/10.1016/j.engstruct.2007.05.005.

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6

Higuchi, Ryota, and Kazuo Okamura. "Estimation of Residual Stress Change due to Cyclic Loading by Classical Elastoplasticity Model and Subloading Surface Model." Key Engineering Materials 725 (December 2016): 281–86. http://dx.doi.org/10.4028/www.scientific.net/kem.725.281.

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The subloading surface model has been formulated and applied to the prediction of cyclic loading behavior. The material function prescribing elastic-plastic transition in the original subloading surface model has been extended so as to describe the inverse and reloading behavior and the strain accumulation in cyclic loading more accurately for steel. In the present paper, the extended subloading surface model was applied to the prediction of the change of the residual stress due to cyclic loading. The four-point cyclic bending test was performed for the specimen that had initial residual stres

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7

Ma, Yuan, Hua Liang, Yongxue You, et al. "Elastic-Viscoplastic Constitutive Model of Soil under Cyclic Loading." Advances in Civil Engineering 2021 (August 31, 2021): 1–12. http://dx.doi.org/10.1155/2021/1602431.

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The creep problems are often involved in soil under cyclic loading, and its behaviors of soil under cyclic loading sparks many arguments in current research field. To propose one new model to demonstrate these creep behaviors of soil under cyclic loading, the cyclic loading was simplified equivalently, and the elastic-viscoplastic model (EVPM) for soil under cyclic loading was established based on the Bingham model. The yield criterion for soil under cyclic loading with constant amplitude was proposed following the simplified load. A constitutive equation based on the EVPM was constructed by u

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8

Lupenko, Sergiy, Nadiia Lutsyk, and Yuri Lapusta. "Cyclic Linear Random Process As A Mathematical Model Of Cyclic Signals." Acta Mechanica et Automatica 9, no. 4 (2015): 219–24. http://dx.doi.org/10.1515/ama-2015-0035.

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Abstract In this study the cyclic linear random process is defined, that combines the properties of linear random process and cyclic random process. This expands the possibility describing cyclic signals and processes within the framework of linear random processes theory and generalizes their known mathematical model as a linear periodic random process. The conditions for the kernel are given and the probabilistic characteristics of generated process of linear random process in order to be a cyclic random process. The advantages of the cyclic linear random process are presented. It can be use

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9

Ohno, N., and Y. Kachi. "A Constitutive Model of Cyclic Plasticity for Nonlinear Hardening Materials." Journal of Applied Mechanics 53, no. 2 (1986): 395–403. http://dx.doi.org/10.1115/1.3171771.

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A constitutive model is proposed for cyclic plasticity of nonlinear hardening materials. The concept of a cyclic nonhardening range, which enables us to describe the dependence of cyclic hardening on the amplitude of cyclic straining or stressing, is employed together with the idea of a two-surface plasticity model. Results of the proposed model are compared with experiments of 304 and 316 stainless steels in several cases of cyclic loading in which mean strain is zero or nonzero and strain limits are fixed or variable. Thus, it is shown that the model successfully describes both the cyclic ha

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10

Liu, Jianhao, Shaoyun Pu, and Junying Rao. "Visco-Elastoplastic Constitutive Fatigue Model for Rocks." Advances in Civil Engineering 2020 (June 11, 2020): 1–11. http://dx.doi.org/10.1155/2020/4292043.

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The study on the constitutive fatigue model for rocks under cyclic loading has an important significance in rock engineering. In order to study the fatigue properties of rocks under cyclic loading, according to the theory of rheological mechanics and the existing three basic one-dimensional fatigue elements, i.e., elastic, viscous, and plastic fatigue elements, the three-dimensional elastic, viscous, and plastic fatigue elements were constructed. Meanwhile, a fatigue yield criterion for rocks under cyclic loading was proposed, and a three-dimensional nonlinear visco-elastoplastic fatigue const

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11

Cruse, T. A., S. E. Stewart, and M. Ortiz. "Thermal Barrier Coating Life Prediction Model Development." Journal of Engineering for Gas Turbines and Power 110, no. 4 (1988): 610–16. http://dx.doi.org/10.1115/1.3240179.

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Ceramic thermal barrier coating tests show that the coating fails by ceramic spallation. Analysis of life data indicates that cyclic thermal loading and thermal exposure play synergistic roles in controlling the spallation life of the coating. A life prediction algorithm has been developed, based on a damage accumulation algorithm that includes both cyclic and time-dependent damage. The cyclic damage is related to the calculated cyclic inelastic strain range in the ceramic coating; the time-dependent damage is related to the oxidation kinetics at the bond-ceramic interface. Cyclic inelastic st

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12

Jin, Jun, and Sherif El-Tawil. "Inelastic Cyclic Model for Steel Braces." Journal of Engineering Mechanics 129, no. 5 (2003): 548–57. http://dx.doi.org/10.1061/(asce)0733-9399(2003)129:5(548).

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13

FARAHAT, Ahmed Mohamed, Zhishen WU, and Tada-aki TANABE. "Modified cyclic micromechanical model for concrete." Doboku Gakkai Ronbunshu, no. 451 (1992): 301–11. http://dx.doi.org/10.2208/jscej.1992.451_301.

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14

Steinhardt, P. J. "A Cyclic Model of the Universe." Science 296, no. 5572 (2002): 1436–39. http://dx.doi.org/10.1126/science.1070462.

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15

Borja, Ronaldo I., and Alexander P. Amies. "Multiaxial Cyclic Plasticity Model for Clays." Journal of Geotechnical Engineering 120, no. 6 (1994): 1051–70. http://dx.doi.org/10.1061/(asce)0733-9410(1994)120:6(1051).

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16

McDowell, David L. "Simple Experimentally Motivated Cyclic Plasticity Model." Journal of Engineering Mechanics 113, no. 3 (1987): 378–97. http://dx.doi.org/10.1061/(asce)0733-9399(1987)113:3(378).

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17

Yoshida, Fusahito. "A constitutive model of cyclic plasticity." International Journal of Plasticity 16, no. 3-4 (2000): 359–80. http://dx.doi.org/10.1016/s0749-6419(99)00058-3.

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18

Baker, T. P., and Alan Shaw. "The cyclic executive model and Ada." Real-time Systems 1, no. 1 (1989): 7–25. http://dx.doi.org/10.1007/bf02341919.

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19

Zheng, Wan. "A cyclic UH model for sand." Earthquake Engineering and Engineering Vibration 14, no. 2 (2015): 229–38. http://dx.doi.org/10.1007/s11803-015-0019-0.

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20

SIMON, BARRY. "CYCLIC VECTORS IN THE ANDERSON MODEL." Reviews in Mathematical Physics 06, no. 05a (1994): 1183–85. http://dx.doi.org/10.1142/s0129055x94000420.

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21

Frampton, Paul H. "Cyclic period in the CBE model." Modern Physics Letters A 32, no. 25 (2017): 1750132. http://dx.doi.org/10.1142/s0217732317501322.

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In a cyclic entropy model in which the extroverse is jettisoned at turnaround with a Come Back Empty (CBE) assumption, we address the matching of the contaction scale factor [Formula: see text] to the expansion scale factor [Formula: see text], where [Formula: see text] is the ratio at turnaround of the introverse to the extroverse radii. Such matching is necessary for infinite cyclicity and fixes the CBE period at [Formula: see text] 2.6 Ty.

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22

Martínez-Rueda, J. Enrique, and A. S. Elnashai. "Confined concrete model under cyclic load." Materials and Structures 30, no. 3 (1997): 139–47. http://dx.doi.org/10.1007/bf02486385.

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23

Lang, Michael. "Cyclic Structures in Polymer Model Networks." Macromolecular Symposia 385, no. 1 (2019): 1800168. http://dx.doi.org/10.1002/masy.201800168.

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24

Fardis, M. N., and E. S. Chen. "A cyclic multiaxial model for concrete." Computational Mechanics 1, no. 4 (1986): 301–15. http://dx.doi.org/10.1007/bf00273706.

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25

Placidie, MUKARUGWIRO, Havugimana Emmanuel, HABYARIMANA Projecte, and NIZEYIMANA Viateur. "Modelling Cyclic Fluctuations of SEIR Epidemic Diseases." International Journal of Current Science Research and Review 05, no. 12 (2022): 4577–93. https://doi.org/10.5281/zenodo.7441074.

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<strong>ABSTRACT: </strong>Seasonality of infectious disease is an important factor in disease incidence, outbreaks, control and prevention. Many mathematical models that incorporate seasonality in the transmission were formulated and analyzed. In this essay a qualitative analysis is given in terms of the effective reproduction number <em>R</em><sub>0</sub>, the existence and stability of the disease-free equilibrium and endemic equilibrium of both the SEIR model and seasonal SEIR model. We perform numerical simulations  to validate the model formulation.

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26

Wang, Junxiang, Giovanna Xotta, Nico De De Marchi, and Valentina Salomoni. "An Enhanced Bounding Surface Model for Modelling Various Cyclic Behaviour of Clay." Materials 15, no. 21 (2022): 7609. http://dx.doi.org/10.3390/ma15217609.

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Many results from cyclic triaxial experiments indicate that porous media, such as clays, exhibit various long-term behaviours under different cyclic stress ratios (CSRs). These can be classified into three main categories, namely, cyclic shakedown, cyclic stable and cyclic failure. Modelling these soil deformation responses, along with pore pressure and other fundamental cyclic aspects, such as closed hysteresis cycles and degradation, is still an open challenge, and research to date is limited. In order to properly describe and capture these characteristics, an enhanced plasticity model, base

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27

Liu, Yu Jie, and Bin Qiang. "A Cyclic Constitutive Model for Metallic Foam." Advanced Materials Research 910 (March 2014): 285–88. http://dx.doi.org/10.4028/www.scientific.net/amr.910.285.

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Based on the obtained experimental results, the features of stress-strain behavior of the metallic foam were discussed firstly in this paper. Then, in the framework of 2M1C visco-plasticity constitutive model, a cyclic constitutive model was proposed to simulate the stress-strain responses under monotonic and cyclic compression. In proposed model, plastic strain is divided into two parts, i.e., plastic strain of matrix metal and plastic strain of voids structure, which are associated with relative density. Additionally, a kinematic hardening rule of yield surface center is used to describe rat

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28

Quaegebeur, Samuel, Benjamin Chouvion, and Fabrice Thouverez. "Model reduction of nonlinear cyclic structures based on their cyclic symmetric properties." Mechanical Systems and Signal Processing 145 (November 2020): 106970. http://dx.doi.org/10.1016/j.ymssp.2020.106970.

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29

Šumarac, D., Z. Perović, D. Vatić, T. Curić, I. Nurković, and M. Cao. "Preisach Mathematical Model of Hysteresis." Scientific Publications of the State University of Novi Pazar Series A: Applied Mathematics, Informatics and mechanics 15, no. 2 (2023): 61–72. http://dx.doi.org/10.46793/spsunp2302.061s.

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Hysteretic nonlinear phenomena occur in many physical processes: ferromagnetism, adsorption, cyclic plasticity in mechanics, phase transformations, economics, etc. It is characterized by the fact that the same instantaneous values of input can give different outputs depending on the history of the input applied. It means that the relationship is not only nonlinear but also multivalued making it very difficult to model and control. In this paper, accent was given to the application to mechanics i.e. to cyclic plasticity of trusses.

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30

Schenk, T., T. Seifert, and H. Brehm. "A Simple Analogous Model for the Determination of Cyclic Plasticity Parameters of Thin Wires to Model Wire Drawing." Journal of Engineering Materials and Technology 129, no. 3 (2007): 488–95. http://dx.doi.org/10.1115/1.2744436.

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Cyclic stress-strain measurements have to be performed in order to determine the cyclic plasticity parameters of material models describing the Bauschinger effect. For thin wires, the performance of tensile tests is often not possible due to necking of the specimen on exceeding the yield stress, whereas compression tests are uncritical. This paper presents an approach to determine the cyclic plasticity parameters by performance of compression tests for wires before and after drawing. Here, a simple analogous model is used instead of finite-element (FE) simulations. This approach has been appli

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31

Luo, Yan. "A Cyclic Softening Plastic Model of Carbon Steel 45 under Uniaxial Cyclic Straining." Advanced Materials Research 343-344 (September 2011): 85–91. http://dx.doi.org/10.4028/www.scientific.net/amr.343-344.85.

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Based on the characteristic of cyclic softening of the quenched and tempered Carbon steel 45, a cyclic plastic constitutive model was proposed to describe the cyclic behavior under symmetrical and unsymmetrical strain cycling with different strain amplitudes. In this model, the phenomenon of the decrease of the up yield limit stress with the increase of strain in the initial 1/4 cycle was taken into account. The proposed evolution equations of the yield size and backstress can simulate the cycling softening under symmetrical and unsymmetrical strain cycling well. The results indicated that eit

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32

Huang, Kang, Wenbo Zhu, Xin Liu, et al. "Study on Cyclic Bearing Capacity of Suction Pile Based on Equivalent Cyclic Creep Model." Sustainability 14, no. 22 (2022): 15152. http://dx.doi.org/10.3390/su142215152.

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In the process of cyclic loading, strain development not only presents the strain softening phenomenon, but also a strain hardening phenomenon, depending on the different values of static deflection stress. The strain hardening and strain softening characteristics of soft clay are studied by cyclic triaxial tests. The test results show that when the static deflection stress is zero, the value of cyclic cumulative strain is small, and the strain development presents the softening phenomenon. When the static deflection stress is greater than zero, the accumulation strain increases with increasin

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33

Temis, Y. M., K. K. Azmetov, and A. I. Fakeev. "MODEL OF ELASTOPLASTIC BEHAVIOR OF STRUCTURE MATERIALS AT THERMOCYCLIC LOADING." Izvestiya MGTU MAMI 6, no. 1 (2012): 255–60. http://dx.doi.org/10.17816/2074-0530-70029.

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Based on behavior of structural materials under non-isothermal cyclic elastoplastic deformation the authors established a system of mathematical modeling of cyclic loading of structures using finite elements and self-correcting method.

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34

Temis, Yu M., and A. I. Fakeev. "Model of Elastoplastic Material at Nonisothermal Cyclic Loading." Izvestiya MGTU MAMI 5, no. 2 (2011): 202–7. http://dx.doi.org/10.17816/2074-0530-69968.

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The authors proposed the model of elastoplastic material at nonisothermal cyclic loading. The paper deals with comparison of calculations of cyclic elastoplastic stress-strain curve and experimental results of steel Х18Н9 at hard loading and high temperatures. Model of low cycle fatigue based on accumulated plastic strain is compared with Manson formula at high temperatures.

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35

Johar, Mahzan, Mohamad Shahrul Effendy Kosnan, and Mohd Nasir Tamin. "Cyclic Cohesive Zone Model for Simulation of Fatigue Failure Process in Adhesive Joints." Applied Mechanics and Materials 606 (August 2014): 217–21. http://dx.doi.org/10.4028/www.scientific.net/amm.606.217.

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Progressive failure process of adhesive joint under cyclic loading is of particular interest in this study. Such fatigue failure is described using damage mechanics with the assumed cohesive behaviour of the adhesive joint. Available cohesive zone model for monotonic loading is re-examined for extension to capture cyclic damage process of adhesive joints. Damage evolution in the adhesive joint is expressed in terms of cyclic degradation of interface strength and stiffness. Mixed-mode fatigue fracture of the joint is formulated based on relative displacements and strain energy release rate of t

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36

Zhou, Shengquan, Haojin Zhang, Rui Wang, and Dongwei Li. "Model Test of Bearing Characteristics of Fly Ash Foundation under Cyclic Loading." Processes 10, no. 6 (2022): 1117. http://dx.doi.org/10.3390/pr10061117.

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Based on the vertical cyclic model test of the cement-fly ash mixing pile (CFMP) composite foundation, the effects of different dynamic load ratios on the long-term bearing characteristics of the composite foundation were studied. From the perspectives of foundation cumulative settlement, dynamic stiffness, pile axial force, and pile lateral friction, etc., the bearing mechanism of the CFMP fly ash composite foundation under cyclic load was investigated. By virtue of the assay herein, the authors discovered that the cumulative settlement under different load ratios exhibited the “threshold eff

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37

Shi, Yanlin, Sung-Po R. Chen, Zhongfan Jia, and Michael J. Monteiro. "Analysis of cyclic polymer purity by size exclusion chromatography: a model system." Polymer Chemistry 11, no. 46 (2020): 7354–61. http://dx.doi.org/10.1039/d0py01277g.

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38

Yang, Yuzhe, Xiaodong Gao, Wenbing Wu, and Kangyu Xing. "A Simplified Method for Analysis of Laterally Loaded Piles considering Cyclic Soil Degradation." Advances in Civil Engineering 2021 (July 3, 2021): 1–10. http://dx.doi.org/10.1155/2021/9096540.

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This paper proposes a simplified method to analyze the bearing behavior of pile undergoing cyclic lateral load. Firstly, a modified strain model is proposed by utilizing the Duncan–Chang model to describe the stress-strain behavior of soils in the strain wedge. Then, a cyclic degradation model of soft clay considering the accumulation of plastic strain and pore water pressure is presented based on the cyclic triaxial test. Combining with the modified strain wedge model and degradation model of soil, a simplified method is established for the cyclic laterally loaded pile. The accuracy of the pr

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39

Sedwick, Caitlin. "A new model struts its stuff." Journal of General Physiology 150, no. 6 (2018): 771. http://dx.doi.org/10.1085/jgp.201812116.

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40

Lee, Bae, Lee, and Yoo. "Cyclic p-y Curves of Monopiles in Dense Dry Sand Using Centrifuge Model Tests." Applied Sciences 9, no. 8 (2019): 1641. http://dx.doi.org/10.3390/app9081641.

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In this study, centrifuge model tests were used to examine the lateral behavior of amonopile embedded in dry sand through cyclic lateral loading tests. The soil specimens used in thetests were dry Jumunjin sand with a relative density of 80% and a friction angle of 38°. A staticloading test was performed once, and cyclic loading tests were performed four times using fourmagnitudes of cyclic load (30%, 50%, 80%, and 120% of static lateral capacity). The experimentalcyclic p‐y curve was obtained through the tests, and the maximum soil resistance points that werefound for each load were used to f

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41

CAO, Fa-Sheng, Quan YU, Ju WANG, and Yun-Cheng JIANG. "Condition of Cyclic ALCN-Tbox Exists Model." Chinese Journal of Computers 31, no. 1 (2009): 16–23. http://dx.doi.org/10.3724/sp.j.1016.2008.00016.

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42

Saukh, S. Ye, and A. V. Borysenko. "Unit Commitment Model with Cyclic Forecasting Period." Èlektronnoe modelirovanie 44, no. 1 (2022): 03–28. http://dx.doi.org/10.15407/emodel.44.01.003.

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43

Mustafin, A., and A. Kantarbayeva. "A FLUID MODEL FOR THE CYCLIC QUEUE." Вестник Алматинского университета энергетики и связи, no. 4 (2019): 237–44. http://dx.doi.org/10.51775/1999-9801_2019_47_4_237.

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44

Tsukada, Takeshi, and Hiroshi Unno. "Software model-checking as cyclic-proof search." Proceedings of the ACM on Programming Languages 6, POPL (2022): 1–29. http://dx.doi.org/10.1145/3498725.

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This paper shows that a variety of software model-checking algorithms can be seen as proof-search strategies for a non-standard proof system, known as a cyclic proof system . Our use of the cyclic proof system as a logical foundation of software model checking enables us to compare different algorithms, to reconstruct well-known algorithms from a few simple principles, and to obtain soundness proofs of algorithms for free. Among others, we show the significance of a heuristics based on a notion that we call maximal conservativity ; this explains the cores of important algorithms such as proper

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45

Aubeny, Charles P., Christophe Gaudin, and Mark F. Randolph. "Cyclic Tests of Model Pipe in Kaolin." SPE Projects, Facilities & Construction 3, no. 04 (2008): 1–6. http://dx.doi.org/10.2118/123131-pa.

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46

Ding-An Chiang, Cheng-Tzu Wang, Shao-Ping Chen, and Chun-Chi Chen. "The Cyclic Model Analysis on Sequential Patterns." IEEE Transactions on Knowledge and Data Engineering 21, no. 11 (2009): 1617–28. http://dx.doi.org/10.1109/tkde.2009.36.

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47

Iai, Susumu, Yasuo Matsunaga, and Tomohiro Kameoka. "Strain Space Plasticity Model for Cyclic Mobility." Soils and Foundations 32, no. 2 (1992): 1–15. http://dx.doi.org/10.3208/sandf1972.32.2_1.

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48

Yankelevsky, David Z., and Hans W. Reinhardt. "Model for Cyclic Compressive Behavior of Concrete." Journal of Structural Engineering 113, no. 2 (1987): 228–40. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:2(228).

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49

Ramsamooj, D. V., and A. J. Alwash. "Model Prediction of Cyclic Response of Soils." Journal of Geotechnical Engineering 116, no. 7 (1990): 1053–72. http://dx.doi.org/10.1061/(asce)0733-9410(1990)116:7(1053).

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Bieniasz, Lesław K., and Herschel Rabitz. "High-Dimensional Model Representation of Cyclic Voltammograms." Analytical Chemistry 78, no. 6 (2006): 1807–16. http://dx.doi.org/10.1021/ac051373r.

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