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A Valorized Scheme for Failure Prediction Using ANFIS: Application to Train Track Breaking System 被引量:1
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作者 Tse Sparthan Wolfgang Nzie +2 位作者 Bertin Sohfotsing tibi beda Olivier Garro 《Open Journal of Applied Sciences》 2020年第11期732-757,共26页
In the rolling stock sector, the ability to protect passengers, freight and services relies on heavy inborn maintenance. Initiating an accurate model suitable to foresee the change of attitude on components when opera... In the rolling stock sector, the ability to protect passengers, freight and services relies on heavy inborn maintenance. Initiating an accurate model suitable to foresee the change of attitude on components when operating rolling stock systems will assist in reducing lock down and favors heavy productivity. In that light, this paper showcases a suitable methodology to track degradation of components through the blinding of physic laws and artificial intelligent techniques. This model used to foresee failure deterioration rate and remaining useful life (RUL) speculation is case study to showcase its quality and perfection, within which behavioral data are obtained through simulated models initiated in Mathlab. For feature extraction and forecasting issues, different neuro-fuzzy inference systems are designed, learnt and authenticated with powerful outputs gained during this process. 展开更多
关键词 Failure Prediction (FP) Remaining Useful Life (RUL) Artificial Intelligence (AI) Traintrack System ANFIS Modeling
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Analysis of the Behavior of a Square Plate in Free Vibration by FEM in Ansys
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作者 Pascal Kuate Nkounhawa Dieunedort Ndapeu +1 位作者 Bienvenu Kenmeugne tibi beda 《World Journal of Mechanics》 2020年第2期11-25,共15页
In the realization of mechanical structures, achieving stability and balance is a problem commonly encountered by engineers in the field of civil engineering, mechanics, aeronautics, biomechanics and many others. The ... In the realization of mechanical structures, achieving stability and balance is a problem commonly encountered by engineers in the field of civil engineering, mechanics, aeronautics, biomechanics and many others. The study of plate behavior is a very sensitive subject because it is part of the structural elements. The study of the dynamic behavior of free vibration structures is done by modal analysis in order to calculate natural frequencies and modal deformations. In this paper, we present the modal analysis of a thin rectangular plate simply supported. The analytical solution of the differential equation is obtained by applying the method of separating the variables. We are talking about the exact solution of the problem to the limit values. However, numerical methods such as the finite element method allow us to approximate these functions with greater accuracy. It is one of the most powerful computational methods for predicting dynamic response in a complex structure subject to arbitrary boundary conditions. The results obtained by MEF through Ansys 15.0 are then compared with those obtained by the analytical method. 展开更多
关键词 Free VIBRATION VIBRATION Modes MODAL ANALYSIS Natural Frequencies MODAL Deformations Thin Rectangular PLATE Finite Element Method (FEM)
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Finite Deformation and Viscoelasticity Modeling and Test
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作者 tibi beda Yvon Chevalier +2 位作者 Kokou-Esso Atcholi Essole Padayodi Jean-Claude Sagot 《Engineering(科研)》 2011年第8期810-814,共5页
A model is considered as a representation of compressive and incompressive elastomeric materials in nonlinear behavior. Applications are done on one hand by the characterisation of polyurethane 60 - 65 shore A (a comp... A model is considered as a representation of compressive and incompressive elastomeric materials in nonlinear behavior. Applications are done on one hand by the characterisation of polyurethane 60 - 65 shore A (a compressive material), and on the other hand by the characterisation of polyurethane 95 shore A and fluorosilicone, both incompressive materials. The Rivlin energy expression is used for incompressive materials. Linear vibrations superposed on static large deformation, which is most often the real using state of elastomeric materials, are studied. Relative experimental and numerical results presented show good predictions. 展开更多
关键词 ELASTOMERIC Materials Nonlinear Behavior MATERIAL Testing COMPRESSIBILITY MODELING BKZ Model Mechanical Properties
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Numerical Simulation and Experimental Characterization of Clay Paste under Loads for Energy Saving in Clay Materials Processing
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作者 Brahiman Traore Kokou Esso Atcholi +2 位作者 Ouro-Djobo Samah Samuel Gomes tibi beda 《Journal of Minerals and Materials Characterization and Engineering》 2016年第2期154-163,共10页
Requirements for the respect of the environment encourage to reduce the impact of human activity on the nature. Civil engineering answers these requirements by the development of ecological construction materials. Thi... Requirements for the respect of the environment encourage to reduce the impact of human activity on the nature. Civil engineering answers these requirements by the development of ecological construction materials. This paper deals with the transformation of clay raw materials which enable the processing of environmentally friendly construction materials: in addition to their biodegradability, the alveolar fired clay materials allow energy saving in home heating thanks to their thermal isolation properties. But their manufacturing is a high energy consumption process, in particular during compaction, drying and firing which contribute to the emission of greenhouse gases. The goal of this paper is to study the rheology of clay pastes in order to develop low energy in manufacturing processes. For this purpose, theoretical and experimental approaches were carried out on six clay varieties. In the theoretical approach, a finite element (FE) simulation model has been developed for pressing a non-rigid material predicting deformations and stresses occurring within the clay structure. Experiments have then been carried out to validate the finite element modelling. In this experimental approach, the clay pastes were transformed with water content respecting the Atterberg limits which determine the plasticity of clays. The samples compaction has been carried out under variable loadings in order to determine the suitable low energy consumption loading. 展开更多
关键词 Simulation Model Environmentally Friendly Construction Materials Rheological Behaviour Clay Materials Energy Saving
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Dissipative Discrete System with Nearest-Neighbor Interaction for the Nonlinear Electrical Lattice
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作者 Saidou Abdoulkary tibi beda +3 位作者 Serge Y.Doka Fabien II Ndzana Louis Kavitha Alidou Mohamadou 《Journal of Modern Physics》 2012年第6期438-446,共9页
A generalized dissipative discrete complex Ginzburg-Landau equation that governs the wave propagation in dissipative discrete nonlinear electrical transmission line with negative nonlinear resistance is derived. This ... A generalized dissipative discrete complex Ginzburg-Landau equation that governs the wave propagation in dissipative discrete nonlinear electrical transmission line with negative nonlinear resistance is derived. This equation presents arbitrarily nearest-neighbor nonlinearities. We analyze the properties of such model both in connection to their modulational stability, as well as in regard to the generation of intrinsic localized modes. We present a generalized discrete Lange-Newell criterion. Numerical simulations are performed and we show that discrete breathers are generated through modulational instability. 展开更多
关键词 Generalized Dissipative Discrete Complex Ginzburg-Landau Equation Discrete Lange Newell-Criterion Pulse Trains Solitary Patterns
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