• 제목/요약/키워드: Engineering, and physical parameters

검색결과 1,079건 처리시간 0.026초

공기압력모델에 기반한 혈류 시뮬레이터의 동적 특성 평가 (Dynamic Performance Evaluation of Blood Flow Simulator Based on Windkessel Models)

  • 전세종;진종한
    • 한국정밀공학회지
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    • 제33권6호
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    • pp.509-516
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    • 2016
  • A blood flow simulator is one of the experimental devices used to better understand the cardiovascular system. Time-Domain analysis is not sufficient to understand the cardiovascular system because of the effects related to pulsating flows. Even when the mean pressure and mean flow rate of the blood flow simulators are satisfied, the dynamic properties can differ from the desired performance. In this paper, the Windkessel model, a well-known mathematical model of the cardiovascular system, was employed to obtain optimized pressure using initial values. The Windkessel parameters, including flow resistance, R, are expected to lead to a better understanding of the dynamic behavior of cardiovascular systems.

Review on Energy Efficient Clustering based Routing Protocol

  • Kanu Patel;Hardik Modi
    • International Journal of Computer Science & Network Security
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    • 제23권10호
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    • pp.169-178
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    • 2023
  • Wireless sensor network is wieldy use for IoT application. The sensor node consider as physical device in IoT architecture. This all sensor node are operated with battery so the power consumption is very high during the data communication and low during the sensing the environment. Without proper planning of data communication the network might be dead very early so primary objective of the cluster based routing protocol is to enhance the battery life and run the application for longer time. In this paper we have comprehensive of twenty research paper related with clustering based routing protocol. We have taken basic information, network simulation parameters and performance parameters for the comparison. In particular, we have taken clustering manner, node deployment, scalability, data aggregation, power consumption and implementation cost many more points for the comparison of all 20 protocol. Along with basic information we also consider the network simulation parameters like number of nodes, simulation time, simulator name, initial energy and communication range as well energy consumption, throughput, network lifetime, packet delivery ration, jitter and fault tolerance parameters about the performance parameters. Finally we have summarize the technical aspect and few common parameter must be fulfill or consider for the design energy efficient cluster based routing protocol.

ER 댐퍼의 이력현상을 고려한 댐핑력 특성 고찰 (Damping Force Characteristics of ER Damper Considering Hysteresis)

  • 홍성룡;송현정;한상수;최승복
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 춘계학술대회논문집
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    • pp.489-494
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    • 2002
  • This paper presents hydraulic model which can capture the hysteric damping force behavior of ER damper. A flow mode rue ER damper is manufactured, and its field-dependent damping forces are measured. Newly proposed hydraulic model which derived from physical hydro-mechanical parameters of ER damper are conventional Bingham model are investigated to represent the field-dependent damping force characteristics of ER damper. After principal parameters of two models are estimated from the measured damping forces data, the force vs velocity hysteresis cycles are then reconstructed. The results show that the proposed hydraulic model can capture the hysteresis behavior of ER damper accurately.

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확률영역에서 시스템 출력만을 이용한 시스템 규명 (System Identification Using Stochastic Output Only)

  • 박성만;이동희;이종복;권오신;김진성;허훈
    • 한국소음진동공학회논문집
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    • 제17권10호
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    • pp.918-922
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    • 2007
  • Most of the study on system identification has been carried out using input/output relation in physical domain. However identification concept of stochastic system has not been reported up to now. Interest is focused to identify an unknown dynamic system under random external disturbances which is not possible to measure. A concept to identify the system parameters in stochastic domain is proposed and implemented in terms of simulation. Attempt has been made to identify the system parameters in inverse manner in stochastic domain based on system output only. Simulation is conducted to reveal quite noticeable performance of the proposed concept.

EFFECT OF TURBULENCE AT INLET BOUNDARY ON AIR MOVEMENT IN A ROOM

  • Lee, Heekwan;Hazim B. Awbi
    • 한국대기환경학회:학술대회논문집
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    • 한국대기환경학회 2000년도 춘계학술대회 논문집
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    • pp.162-164
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    • 2000
  • The numerical simulation of air movement in a room using CFD (Computational Fluid Dynamics) requires a complicated set of input data, This includes physical data, such as space geometry, characteristics of supply air flow and contaminant source, etc. as well as computational domain. Among the input data, the boundary conditions related to the inlet are particularly crucial in order to achieve accurate computation results, although there are many other parameters which may also affect the results. (omitted)

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피드백 오차 학습법을 이용한 궤적추종제어

  • 성형수;이호걸
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1994년도 추계학술대회 논문집
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    • pp.466-471
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    • 1994
  • To make a dynamic system a given desired motion trajectory, a new feedback error learning scheme is proposed which is based on the repeatability of dynamic system motion. This method is composed of feedforward and feedback control laws. A benefit of this control scheme is that the input pattern that generates the desired motion can be formed without estimating the physical parameters of system dynamics. The numerical simulations show the good performance of the proposed scheme

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Contribution of local materials and the recycling of slate in the constitution of hydraulic concrete pavements

  • Tedjeddine Bendisari;Lynda A. Chaabane;Feriel Tires;Assma L. Mazouzi;Wissam Y. Bouayed;Abderrahman Lalimi;Kadid Moufek
    • Advances in materials Research
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    • 제12권4호
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    • pp.287-308
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    • 2023
  • The main objective of this article is to highlight the progress made in the development of new materials that have been gradually used by humans until today. Of course, this progress must be associated with other parameters in order to guarantee sustainable development. For this, today, it has become urgent to reduce the consumption of cement by resorting to its partial or total replacement by other similar materials in order to reduce CO2 emissions in our environment. This should certainly help to develop greener building materials. In this study, it was decided to proceed with the partial or total replacement of Portland cement type CEM II/B-L-42.5N by slate and lime that had not undergone any previous transformation. The results obtained revealed that the mortar whose substitution compared to the replacement of cement (100%) cement and sand (0/4) confers better kinetics than those of the series composed of(100%) cement and fraction rubble (0/1).

Water-induced changes in mechanical parameters of soil-rock mixture and their effect on talus slope stability

  • Xing, Haofeng;Liu, Liangliang;Luo, Yong
    • Geomechanics and Engineering
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    • 제18권4호
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    • pp.353-362
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    • 2019
  • Soil-rock mixture (S-RM) is an inhomogeneous geomaterial that is widely encountered in nature. The mechanical and physical properties of S-RM are important factors contributing towards different deformation characteristics and unstable modes of the talus slope. In this paper, the equivalent substitution method was employed for the preparation of S-RM test samples, and large-scale triaxial laboratory tests were conducted to investigate their mechanical parameters by varying the water content and confining pressure. Additionally, a simplified geological model based on the finite element method was established to compare the stability of talus slopes with different strength parameters and in different excavation and support processes. The results showed that the S-RM samples exhibit slight strain softening and strain hardening under low and high water content, respectively. The water content of S-RM also had an effect on decreasing strength parameters, with the decrease in magnitude of the cohesive force and internal friction angle being mainly influenced by the low and high water content, respectively. The stability of talus slope decreased with a decrease in the cohesion force and internal friction angle, thereby creating a new shallow slip surface. Since the excavation of toe of the slope for road construction can easily cause a landslide, anti-slide piles can be used to effectively improve the slope stability, especially for shallow excavations. But the efficacy of anti-slide piles gradually decreases with increasing water content. This paper can act as a reference for the selection of strength parameters of S-RM and provide an analysis of the instability of the talus slope.

12.5 GHz 대역 위상 함수 특성 측정을 통한 RET 모델링 (RET Modelling through the Phase Function Measurement at 12.5 GHz)

  • 한일탁;배석희;정명원;백정기
    • 한국전자파학회논문지
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    • 제18권3호
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    • pp.334-340
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    • 2007
  • 현재 ITU-R에서 제시하고 있는 RET(Radiative Energy Transfer)모델을 이용하여 수풀에 의한 손실을 예측을 하기 위해서는 6개의 입력 파라미터가 필요하다. 이중에서 수풀의 산란 특성과 관련된 4개의 파라미터를 도출하는 방법으로는 측정된 거리에 따른 수풀 손실 곡선과 RET모델의 피팅을 통해 도출하는 방법과 수풀 손실 및 추가의 위상 함수(phase function)측정을 통해서 도출하는 방법이 있다. 첫 번째 방법을 통해 RET 모델 파라미터를 도출하는 경우 피팅이 상당히 어렵고, 측정 결과로 얻은 수풀 손실 곡선에 따라 유일한 피팅 결과가 도출되지 않는 경우가 있으며, 도출된 파라미터의 물리적 의미도 결여되어 있다. 따라서 본 논문에서는 위상 함수 측정 방법과 위상 함수 측정을 통해 보다 정확하고 물리적인 타당성을 갖는 RET모델 파라미터를 도출하는 방법, 그리고 이를 이용하여 도출된 RET 모델 파라미터를 제시하였다. 본 논문에서 제시한 RET 모델링 방법, 측정 결과, 측정 결과로부터 도출한 RET 모델 파라미터는 2006년 ITU-R 회의에 기고서로 제출하여 ITU-R 보고서, 개정 권고서로 채택되었다.

Investigation on physical and mechanical properties of manufactured sand concrete

  • Haoyu Liao;Zongping Chen;Ji Zhou;Yuhan Liang
    • Advances in concrete construction
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    • 제16권4호
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    • pp.177-188
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    • 2023
  • In the context of the shortage of river sand, two types of manufactured sand (MS) were used to partially replace river sand (RS) to design manufactured sand concrete (MSC). A total of 81 specimens were designed for uniaxial compression test and beam flexure test. Two parameters were considered in the tests, including the types of MS (i.e. limestone manufactured sand (LMS), pebble manufactured sand (PMS)) and the MS replacement percentage (i.e., 0%, 25%, 50%, 75%, 100%). The stress-strain curves of MSC were obtained. The effects of these parameters on the compressive strength, elastic modulus, peak strain, toughness and flexural strength were discussed. Additionally, the sensitivity of particle size distributions to the performance of MSC was evaluated based on the grey correlation analysis. The results showed that compared with river sand concrete (RSC), the rising slope of the stress-strain curves of limestone manufactured sand concrete (LMSC) and pebble manufactured sand concrete (PMSC) were higher, the descending phrase of LMSC were gentle but that of PMSC showed an opposite trend. The physical and mechanical properties of MSC were affected by the MS replacement percentage except the compressive strength of PMSC. When the replacement percentage of LMS and PMS were 50% and 25% respectively, the corresponding performances of LMSC and PMSC were better. In generally, when the replacement percentage of LMS and PMS were same, the comprehensive performance of LMSC were better than that of PMSC. The constitutive model and the equations for mechanical properties were proposed. The influence of particle ranging from 0.15 mm to 0 mm on the performance of MSC was lower than particle ranging from 4.75 mm to 0.15 mm but this influence should not be ignored.