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Journal articles on the topic 'Micromodeling'

Author: Grafiati

Published: 10 March 2023

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1

Li, Tun, and Sez Atamturktur. "Fidelity and Robustness of Detailed Micromodeling, Simplified Micromodeling, and Macromodeling Techniques for a Masonry Dome." Journal of Performance of Constructed Facilities 28, no. 3 (June 2014): 480–90. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000440.

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2

Deseure, J., Y. Bultel, L. C. R. Schneider, L. Dessemond, and C. Martin. "Micromodeling of Functionally Graded SOFC Cathodes." Journal of The Electrochemical Society 154, no. 10 (2007): B1012. http://dx.doi.org/10.1149/1.2766651.

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3

Manchuk, John G., David L. Garner, Clayton V. Deutsch, and Olena Babak. "Advances in micromodeling using resistivity borehole images." Bulletin of Canadian Petroleum Geology 63, no. 4 (December 2015): 333–44. http://dx.doi.org/10.2113/gscpgbull.63.4.333.

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4

Yu, Ya Jun, Xiao Geng Tian, and Tian Jian Lu. "On fractional order generalized thermoelasticity with micromodeling." Acta Mechanica 224, no. 12 (July 6, 2013): 2911–27. http://dx.doi.org/10.1007/s00707-013-0913-3.

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5

Burbelko, Andriy, Jacek Początek, Daniel Gurgul, and Marek Wróbel. "Micromodeling of the Diffusion-Controlled Equiaxed Peritectic Solidification." steel research international 85, no. 6 (January 30, 2014): 1010–17. http://dx.doi.org/10.1002/srin.201300174.

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6

Asteris, P. G., D. M. Cotsovos, C. Z. Chrysostomou, A. Mohebkhah, and G. K. Al-Chaar. "Mathematical micromodeling of infilled frames: State of the art." Engineering Structures 56 (November 2013): 1905–21. http://dx.doi.org/10.1016/j.engstruct.2013.08.010.

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7

Bonfoh, Napo, and Paul Lipinski. "Ductile damage micromodeling by particles’ debonding in metal matrix composites." International Journal of Mechanical Sciences 49, no. 2 (February 2007): 151–60. http://dx.doi.org/10.1016/j.ijmecsci.2006.08.015.

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8

Dou, Yuhang, and Ke-Li Wu. "A Passive PEEC-Based Micromodeling Circuit for High-Speed Interconnection Problems." IEEE Transactions on Microwave Theory and Techniques 66, no. 3 (March 2018): 1201–14. http://dx.doi.org/10.1109/tmtt.2017.2779484.

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Dou, Yuhang, and Ke-Li Wu. "A Passive Full-Wave Micromodeling Circuit for Packaging and Interconnection Problems." IEEE Transactions on Microwave Theory and Techniques 67, no. 6 (June 2019): 2197–207. http://dx.doi.org/10.1109/tmtt.2019.2909023.

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10

Chatterjee, Rabik Ar, and Jehoshua Eliashberg. "The Innovation Diffusion Process in a Heterogeneous Population: A Micromodeling Approach." Management Science 36, no. 9 (September 1990): 1057–79. http://dx.doi.org/10.1287/mnsc.36.9.1057.

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11

Naciri, Khalil, Issam Aalil, Ali Chaaba, and Muzahim Al-Mukhtar. "Detailed Micromodeling and Multiscale Modeling of Masonry under Confined Shear and Compressive Loading." Practice Periodical on Structural Design and Construction 26, no. 1 (February 2021): 04020056. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000538.

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12

Liu, Baicheng, Shoumei Xiong, and Qingyan Xu. "Study on Macro- and Micromodeling of the Solidification Process of Aluminum Shape Casting." Metallurgical and Materials Transactions B 38, no. 4 (July 18, 2007): 525–32. http://dx.doi.org/10.1007/s11663-007-9073-y.

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13

Weinberg, Charles B., and Doyle L. Weiss. "Technical Note—A Simpler Estimation Procedure for a Micromodeling Approach to the Advertising-Sales Relationship." Marketing Science 5, no. 3 (August 1986): 269–72. http://dx.doi.org/10.1287/mksc.5.3.269.

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14

Ghiassi, Bahman, Masoud Soltani, and Sara Rahnamaye Sepehr. "Micromechanical modeling of tension stiffening in FRP-strengthened concrete elements." Journal of Composite Materials 52, no. 19 (January 9, 2018): 2577–96. http://dx.doi.org/10.1177/0021998317751248.

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This article presents a micromodeling computational framework for simulating the tensile response and tension-stiffening behavior of fiber reinforced polymer–strengthened reinforced concrete elements. The total response of strengthened elements is computed based on the local stress transfer mechanisms at the crack plane including concrete bridging stress, reinforcing bars stress, FRP stress, and the bond stresses at the bars-to-concrete and fiber reinforced polymer-to-concrete interfaces. The developed model provides the possibility of calculating the average response of fiber reinforced polymer, reinforcing bars, and concrete as well as the crack spacing and crack widths. The model, after validation with experimental results, is used for a systematic parameter study and development of micromechanics-based relations for calculating the crack spacing, fiber reinforced polymer critical ratio, debonding strength, and effective bond length. Constitutive models are also proposed for concrete tension stiffening and average response of steel reinforcing bars in fiber reinforced polymer–strengthened members as the main inputs of smeared crack modeling approaches.

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15

Lin, Ning, and Venkata Dinavahi. "Exact Nonlinear Micromodeling for Fine-Grained Parallel EMT Simulation of MTDC Grid Interaction With Wind Farm." IEEE Transactions on Industrial Electronics 66, no. 8 (August 2019): 6427–36. http://dx.doi.org/10.1109/tie.2018.2860566.

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16

Billiotte, J. A., H. De Moegen, and P. Oren. "Experimental Micromodeling and Numerical Simulation of Gas/Water Injection/Withdrawal Cycles as Applied to Underground Gas Storage." SPE Advanced Technology Series 1, no. 01 (April 1, 1993): 133–39. http://dx.doi.org/10.2118/20765-pa.

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17

Jasiński, Radosław, and Krzysztof Grzyb. "Comparison of Masonry Homogenization Methods – Macromodelling and Micromodeling of Walls Behaviour Made of Autoclaved Aerated Concrete Masonry Units." IOP Conference Series: Materials Science and Engineering 1203, no. 2 (November 1, 2021): 022033. http://dx.doi.org/10.1088/1757-899x/1203/2/022033.

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Abstract The adopted method of empirical homogenization strictly determines the degree of faithful reproduction of the masonry structure's work in terms of the analysis of cracking forces, destructive forces, and the mechanism of structure destruction. The high level of detail of the numerical model may make it impossible to perform calculations and predict internal forces for larger structures or entire buildings. The study aims to compare two different masonry homogenization techniques and determine the advantages and disadvantages of the adopted methods. The concept of a micromodel, in which the contact of two materials - a masonry unit and a mortar, was simulated using contact elements in the interface planes and a macromodel in which the wall was modelled as a homogeneous, isotropic material, omitting contact surfaces. The analysis subjects were standard wall models made of autoclaved aerated concrete (AAC) masonry units in axial and diagonal compression tests. In the numerical calculations, the elasto-plastic model with degradation implemented. The Menetrey William boundary surface describes the compression phase, and the Rankine criterion determines the tensile phase. In the axially compressed walls, the relations of forces and vertical and horizontal deformations compared, and in the shear walls, the forces and values of strain angles analyzed. In both models, the mechanisms of wall destruction and scratching were considered. The initial parameters of the elasto-plastic model derived from the results of wall tests using various model validation techniques. The calibration coefficient was used in the micromodel, determined as the quotient of the wall's compressive strength and masonry unit's compressive strength. The fracture energy value was also corrected. In the macromodel, the masonry's modulus of elasticity and the tensile strength value calibrated. Calculations based on the micromodel were consistent with the test results at the relative error level of 2%. The observed damage and scratches to the walls after the tests were consistent with the numerical projection. The macromodel calculations showed the convergence of the results in scratch morphology, scratching and destructive forces. The most significant differences occurred in shear deformations. The macromodelling approach allowed for capturing the wall's global tendency to deteriorate without opening the contact surfaces locally (cohesive cracks), as is the case during the tests.

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18

CHERENKO, L. M. "Ukrainian Middle Class in the New Millennium: Trends and Prospects." Demography and social economy, no. 4 (December 4, 2020): 71–92. http://dx.doi.org/10.15407/dse2020.04.071.

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Ukrainian society has undergone various transformations over the past twenty years. Adverse economic conditions and ineffi cient income distribution policies deterred the for mation of a large middle-income group, which should become the basis of the middle class. Developed countries, which in the last century reached the peak growth of the number and importance of the middle class, today indicate the process of “blurring” of this social group against the background of growing inequality. Against the background of global trends, Ukraine is facing a double blow — the income distribution, which is already shift ed towards low incomes, leaves no chance for positive changes in the social structure of society. Th e a im of the article is to establish trends in the formation of the middle-income group in Ukraine over a twenty-year period and assess the prospects for the formation of the middle class in the future, taking into account today’s Ukrainian realities and global trends. Th e novelty of the work is the analysis of a long series of dynamics to establish the trends of the middleincome group according to the classical approaches for international comparisons and according to the purely Ukrainian approach. In addition, micromodeling of incomes (expenditures) for 2020, taking into account the macroeconomic situation, allows us to assess the impact of the coronavirus crisis and quarantine measures on changes in the number of middle-income groups and the prospects of the middle class in Ukraine. Within the article classical methods of analysis of long series of data, in particular, the index method (basic and chain indices) are used for studying the dynamic changes in the formation of midd leincome groups. In order to assess the size of the middle-income group in 2020, the method of micromodeling is used: the 2020 microdata is modeled on the basis of the 2019 microdata (microfi le of the household living condition survey) and macro forecast data for the current year. Analysis of the dynamics of incomes, expenditures and various property character istics of the middle-income group over the past twenty years does not show positive trends. Quite the contrary, in Ukraine there is an impact of the global trend of “blurring” of the middle-income group as the basis of the middle class, with its specifi c features in consumer and investment behavior. Th e events of the last year also do not inspire optimism — by the end of the year the general decline in living standards and the growth of poverty is expected. In such conditions, the main burden of the crisis is expected to fall on the middle-income group. Th e article also considers the problem of the importance of forming the middle class for society and the feasibility of forming politics to this goal.

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19

Feng, Qing-xian, Xian-ping Ma, Li-hong Zhou, Ding-bo Shao, Xiao-lin Wang, and Bao-yan Qin. "EOR Pilot Tests With Modified Enzyme--Dagang Oilfield, China." SPE Reservoir Evaluation & Engineering 12, no. 01 (February 26, 2009): 79–87. http://dx.doi.org/10.2118/107128-pa.

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Summary Micro- and macroevaluations were conducted to understand modified-enzyme enhanced-oil-recovery (EOR) mechanisms using various fluids. Huff'n'puff and flooding tests were carried out with variable modified-enzymes concentrations in several reservoirs. The resulting production performances were improved considerably. At reservoir temperature 50 to 80°C, laboratory experiments indicated that the modified enzyme solution was adaptable to both light and heavy oil and was not sensitive to minerals, water with bivalent cation (1000 mg/L), or high salinity (10%). The enzyme working performances were enhanced further with microorganism occurrence in the solution. The micromodeling experiment reveal that spontaneous emulsification and solubilization can take place between the modified enzyme and crude with emulsion particles of 2-6 µm in diameter, which are produced through stripping as a result of solubilization. Core desorption and flooding experiments suggest that desorbed crude volume and displacement efficiency are related to modified-enzyme concentrations that usually ranged from 5 to 10%, with the optimum being 8%. In optimal conditions, recovery can, on average, be increased by 16.9%. Experiments also proved that the modified enzyme and crude oil could form an emulsion, but the emulsion was not stable. One specific pilot test with modified enzyme had achieved additional oil production of 22,869 bbl.

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20

Ramin, Keyvan. "Seismic Behavior of Steel Off-Diagonal Bracing System (ODBS) Utilized in Reinforced Concrete Frame." Journal of Structures 2014 (July 10, 2014): 1–20. http://dx.doi.org/10.1155/2014/403916.

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The introduction of an eccentricity in this system results in a geometric nonlinearity behavior. The midpoint of the diagonal member is connected to the corner joint using a brace member with a relatively low stiffness, thus forming a three-member bracing system in each braced panel. An iterative method of analysis has been developed to study the nonlinear load-deflection behavior of ODBS. The results indicate that the load-deflection behavior of this system follows a nonlinear stiffness-hardening pattern with two yielding points, which reflect the tensile failure of different bracings; the present study aims to investigate the efficiency of applying off-diagonal steel braces to reinforced concrete frames. To achieve this, three types of 2-story, 6-story, and 15-story structures without and with X-bracing and off-center bracing systems were modeled using SAP2000 software, and for micromodeling ANSYS software was used to achieve finite element results for an exact comparison between various retrofitting systems. The results showed that the structures strengthened by toggle bracing system revealed better behavior for low oscillation periods. Moreover, this type of bracing system is quite suitable for 10-story structures but not for higher ones. Its main problem, which requires special contrivances to solve, is the existence of a soft ground floor.

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21

Shepelev, Vladimir, Aleksandr Glushkov, Ivan Slobodin, and Yuri Cherkassov. "Measuring and Modelling the Concentration of Vehicle-Related PM2.5 and PM10 Emissions Based on Neural Networks." Mathematics 11, no. 5 (February 25, 2023): 1144. http://dx.doi.org/10.3390/math11051144.

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The urban environment near the road infrastructure is particularly affected by traffic emissions. This problem is exacerbated at road junctions. The roadside concentration of particulate (PM2.5 and PM10) emissions depends on traffic parameters, meteorological conditions, the characteristics and condition of the road surface, and urban development, which affects air flow and turbulence. Continuous changes in the structure and conditions of the traffic flow directly affect the concentration of roadside emissions, which significantly complicates monitoring and forecasting the state of ambient air. Our study presents a hybrid model to estimate the amount, concentration, and spatio-temporal forecasting of particulate emissions, accounting for dynamic changes in road traffic structure and the influence of meteorological factors. The input module of the model is based on data received from street cameras and weather stations using a trained convolutional neural network. Based on the history of emission concentration data as input data, we used a self-learning Recurrent Neural Network (RNN) for forecasting. Through micromodeling, we found that the order in which vehicles enter and exit an intersection affects the concentration of vehicle-related emissions. Preliminary experimental results showed that the proposed model provides higher accuracy in forecasting emission concentration (83–97%) than existing approaches.

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22

Ganzin, S. V., D. D. Silchenkov, and Yu A. Silchenkova. "DETERMINATION OF THE BANDWIDTH OF THE TRAFFIC LANE OF THE CIRCULAR PART OF THE CIRCULAR INTERSECTION WITH TRAFFIC LIGHT REGULATION AND A CUT-THROUGH CENTRAL ISLAND." Intelligence. Innovations. Investment, no. 2 (2021): 79–85. http://dx.doi.org/10.25198/2077-7175-2021-2-79.

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The capacity of a road (street) is the maximum number of cars that a section of a road (street) can pass per unit of time in one or two directions in the considered road and weather and climatic conditions. In science, there are several approaches to determine the capacity: models based on dynamic models of traffic flow, the model of Birul A. K., Silyanov V. V., Tribunsky V. M., Khomyak Ya. V., Bilyatinsky A. A. and etc. In a practical way, they divide: theoretical, practical and maximum throughput. In the Russian Federation, there are a large number of guidelines for its determination. However, for a circular intersection with traffic light regulation and a cut-through central island (hereinafter referred to as KPSRPTSO), no such recommendations have been presented. After analyzing this traffic organization scheme, it was for the first time proposed to determine the capacity of the traffic lane of the KPSRPTSO half-ring. The purpose of the study is to improve the efficiency of the KPSRPTSO by determining the theoretical bandwidth of the traffic lane of a semi-ring of a traffic intersection. The article hypothesizes that the investigated theoretical throughput depends on two factors: the diameter of the traffic junction ring and the effective duration of regulation for the main road. To substantiate the adequacy of the calculations, the simulation method was used in the Aimsun software package (micromodeling). On the basis of data from field surveys of sections of the road network, a simulation model was created with a high degree of reliability, reflecting the current situation at regulated intersections, and the effectiveness of design solutions when organizing the KPSRPTSO was assessed. The relationship between the theoretical bandwidth of the KPSRPTSO half-ring and the diameter of the ring and the effective duration of regulation for the main road has been established. Comparison of the experimental data with the calculated values performed according to the recommendations of the methodological literature shows a discrepancy from 1% to 13%, which shows the qualitative convergence of the data. Further research involves the development of a methodology for calculating the parameters of the KPSRPTSO.

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23

Bowen, P., D. C. Cardona, and A. R. Ibbotson. "Micromodelling of crack growth in fibre reinforced composites." Materials Science and Engineering: A 153, no. 1-2 (May 1992): 628–34. http://dx.doi.org/10.1016/0921-5093(92)90262-y.

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24

Rassokha, V. I., and N. A. Nikitin. "TRANSFORMATION OF AN ORDINARY RING ROAD INTERSECTION INTO A TURBO RING INTERSECTION: BANDWIDTH COMPARISON." Intelligence. Innovations. Investment, no. 6 (2020): 153–62. http://dx.doi.org/10.25198/2077-7175-2020-6-153.

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In large cities, a situation often arises when roundabout intersections of highways no longer cope with the passage of traffic flows. The main reasons for this problem are the inconsistency of the potential traffic capacity of the roundabout with real traffic flows, as well as the lack of knowledge and skills of drivers on the roundabout carriageway. To reduce the influence of the human factor, various solutions are proposed, but, as practice has shown, ducted roundabouts or «turbo rings» are the most effective. A feature of this configuration of the carriageway is the predictability of driver behavior due to the physical separation of lanes for traffic. In a number of countries, turbo ring intersections have already been put into operation, which made it possible to confirm the alleged advantages of this configuration: the absence of changeover maneuvers on the ring carriageway, the need to give way to a maximum of two traffic flows, and a decrease in the average travel speed along the ring intersection. The aim of this study was to compare the performance of the existing threelane intersection, characterized by a predominance of lefthand turn flow during rush hours, and the developed design of the turbo ring interchange. Empirical data on traffic flows and length of queues, as well as a matrix of correspondences, were used to calibrate the computer micromodel. Micromodeling was carried out by means of: specifying the matrix of correspondences, taking into account the distribution of the traffic flow in time; setting the rules of priority, speed of approach to the intersection and speed reduction zones; development of scenarios for the analysis of morning and evening rush hours, fluctuations in traffic flows in time. Performance comparisons were made for the node as a whole, as well as for the selected busiest routes in terms of average and maximum congestion lengths, average latency and downtime. To assess the performance of the intersections, it was proposed to use foreign methods for assessing the capacity based on the mathematical models of Bowie, Hagring and Fortine. It was revealed that the transformation of the existing circular intersection into a turbo ring made it possible not only to increase the throughput of the node, but also to reduce congestion at the entrances and exits, which determines the practical significance of the study. To study the possibility of integrating the methodology for assessing the throughput, considered in the article, into the domestic method for choosing the type of intersections, which is the basis of regulatory and technical documents. The ultimate goal of the study is to create a new methodology for assessing the throughput of circular intersections of various types, including taking into account the peculiarities of the functioning of circular intersections on the territory of the Russian Federation.

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25

Zakharov, D. A., and A. V. Pistsov. "ANALYSIS OF THE EFFICIENCY OF BUS PRIORITY METHODS WHEN PASSING THROUGH INTERSECTIONS USING ADAPTIVE TRAFFIC LIGHT CONTROL." Intelligence. Innovations. Investment, no. 4 (2022): 128–39. http://dx.doi.org/10.25198/2077-7175-2022-4-128.

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In recent years in the cities of the Russian Federation, within the framework of the national project “Safe and high-quality roads” the concept of “priority development of public transport” has been actively implemented and Intelligent transport systems have been created. The article discusses ways to prioritize public transport when passing through intersections using adaptive traffic light control as a possible alternative to a lane for route vehicles. The aim of the study is to reduce the loss of time for road users by determining the best ways to prioritize buses when passing regulated intersections, taking into account the number of passengers in public transport and the loss of time for all traffic participants. During the study, field observation methods, mathematical and simulation modeling were used. The account of the moments of the approach of buses to the regulated intersection and the analysis of the loss of time for buses when passing through the section on the central street of Tyumen was carried out. The scientific novelty lies in establishing the dependencies of the average speed of the bus on the approach to the intersection from the moment until the end of the traffic signal, the delay time of the buses on the number and moment of stopping the buses when passing the intersection. With the help of simulation micromodeling, the dependence of the delay time of buses and cars on traffic intensity was established for five options for priority to public transport. Two variants of priority for buses when passing through intersections are based on the methods of adaptive control of traffic lights and the algorithms “stage recall” and “green extension”. The use of a dedicated lane and the “stage recall” method at high traffic intensity reduces the delay time for buses by 94%, for personal vehicles – increases by 85%. At low traffic intensity, the delay time changes by 11 and 6%, respectively, for buses and cars. The use of the “green extension” method allows to reduce the total delay time by 3.2% with a high traffic volume (1900 veh/h) and a small number of buses (40 veh/h) and has a greater effect than the lane for fixed-route vehicles (deterioration by 148%). To determine the most efficient priority method, it is proposed to take into account the number of passengers in public transport. The dependence of the total delay time of all traffic participants on the traffic intensity of cars and buses with different priority methods has been established. This approach allows us to further determine the area of rational application of priority methods for public transport with the target function of reducing the loss of time for all traffic participants.

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26

Adam, Jose M., Antonio Brencich, Tim G. Hughes, and Tony Jefferson. "Micromodelling of eccentrically loaded brickwork: Study of masonry wallettes." Engineering Structures 32, no. 5 (May 2010): 1244–51. http://dx.doi.org/10.1016/j.engstruct.2009.12.050.

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27

Dias, Sam, David Pihlens, and Lorena Ricci. "Understanding the drivers of customer value: The fusion of macro and micromodelling." Journal of Targeting, Measurement and Analysis for Marketing 10, no. 3 (February 2002): 269–81. http://dx.doi.org/10.1057/palgrave.jt.5740052.

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28

Wagrowska, M. "A nonstandard approach to the micromodelling of large deformations in incompressible elastic-plastic composites." Ingenieur-Archiv 59, no. 1 (1989): 68–77. http://dx.doi.org/10.1007/bf00536632.

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29

Cardona, D. C., C. Barney, and P. Bowen. "Micromodelling of effective stress intensities for bridged cracks in fibre-reinforced titanium metal-matrix composites." Composites 24, no. 2 (January 1993): 122–28. http://dx.doi.org/10.1016/0010-4361(93)90008-v.

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30

Renuka, S. M., and I. P. Mervin Sanjith. "Strengthening of Damaged Masonry Walls Using Engineered Cementitious Composites: Experimental and Numerical Analysis." Advances in Civil Engineering 2022 (May 30, 2022): 1–14. http://dx.doi.org/10.1155/2022/6343179.

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Engineered cementitious composites (ECC) are special types of high-tensile and high-ductility concrete that are designed using a micromechanics approach, with a tensile strain capability of more than 3%. Due to their higher strain hardening capacity, ECC can be applied as a strengthening material on structural walls, which improves the structural strength and inelastic deformation capacity. This study presents an experimental and numerical analysis of brick masonry wall strengthened by traditional mortar, ECC, and ECC with 40% fly ash (FAECC) subjected to uniaxial compression. The tests, such as compressive strength, indirect tensile strength, and bond strength, were conducted. Based on the experimental results, a numerical model is developed, and a failure prediction for the existing masonry structure is made. The compressive strength of ECC is observed to be higher than normal mortar and FAECC whereas the indirect tensile strength of both ECC and FAECC was almost similar, which is higher than that of normal mortar. The bond strength of ECC and FAECC is found to be 70% higher than that of normal mortar. It is evident that brick masonry units strengthened by ECC have a higher compressive strength than masonry units strengthened by conventional mortar and FAECC. It also controls crack development and spalling of masonry units. Then, a micromodelling along with CDP model is made in Abaqus/CAE software and an excellent correlation between experimental and numerical results was noted. The suggested models were shown to be capable of predicting the common behaviour of masonry units.

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31

Feofillova, Anastasia, and Vyacheslav Fialkin. "EXIT TRANSIT CONTROL AT OBJECTS OF TRAFFIC ATTRACTION AS A MOBILITY SERVICE." Voronezh Scientific-Technical Bulletin, December 10, 2022, 80–90. http://dx.doi.org/10.34220/2311-8873-2022-80-90.

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The specialized subsystem of intellectual transport systems is considered, which con-trols the movement at the plots of adjustment to the objects of attraction of the traffic flow through informing about the place and time of comfortable expectation and departure from this object. This subsystem, in turn, is consid-ered as a system of motivational management of outbound transit with the efficiency of use, evaluated using micromodeling in the AIMSUN program.

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32

Hériveaux, Yoann, Sophie Le Cann, Manon Fraulob, Elsa Vennat, Vu-Hieu Nguyen, and Guillaume Haïat. "Mechanical micromodeling of stress-shielding at the bone-implant interphase under shear loading." Medical & Biological Engineering & Computing, September 28, 2022. http://dx.doi.org/10.1007/s11517-022-02657-2.

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