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

검색결과 1,079건 처리시간 0.024초

Assessing the long-term durability and degradation of rocks under freezing-thawing cycles

  • Seyed Zanyar Seyed Mousavi;Mohammad Rezaei
    • Geomechanics and Engineering
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    • 제34권1호
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    • pp.51-67
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    • 2023
  • In this research, the degradation rate of physical properties of the Angouran pit bedrock (calc-schist) is first investigated under the specific numbers of freeze-thaw (F-T) cycles. Then, the durability of calc-schist specimens against the F-T cycle number (N) is examined considering the mechanical parameters, and using the decay function and half-time techniques. For this purpose, point load strength (IS(50)), second durability index (Id2), Brazilian tensile strength (BTS), and compressive (VP) and shear (VS) wave velocities of calc-schist specimens are measured after 0, 7, 15, 40, and 75 N. For comparing the degradation rate of mechanical properties of available rock types on the Angouran mine walls, these tests are also carried out on the limestone and amphibolite schist specimens beside the calc-schist. According to test results, the exponential regression models are developed between the mechanical parameters of rock specimen's and N variable. Also, the long-term durability of each rock type versus N is studied using the decay function and half-time techniques. Results indicated that the degradation rate differs for the above rock types in which amphibolite schist and calc-schist specimens have the highest and least resistance against the N, respectively. The obtained results from this study can play a key role in the optimal design of the mine's final walls.

A Study on the Characteristics of Soot Formation and Oxidation in Free Fuel Droplet Array

  • Lee, Myung-Jun;Kim, Jong-Youl;Yeom, Jeong-Kuk;Ha, Jong-Yul;Chung, Sung-Sik
    • Journal of Mechanical Science and Technology
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    • 제16권6호
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    • pp.851-860
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    • 2002
  • In this study, it was attempted to obtain the fundamental data for the formation and oxidation of soot from a diesel engine. Combustion of spray injected into a cylinder is complex phenomenon having physical and chemical processes, and these processes affect each other. There are many factors in the mechanism of the formation and oxidization of soot and it is necessary to observe spray combustion microscopically. In order to observe with that view, free fuel droplet array was used as an experimental object and the droplet array was injected into an atmospheric combustion chamber with high temperature. Ambient temperature of the combustion chamber, interdroplet spacing, and droplet diameter were selected as parameters, which affect the formation and oxidation of soot. In this study, it was found that the parameters also affect ignition delay of droplet. The ambient temperature especially affected the ignition delay of droplet as well as the flame temperature after self-ignition. As the interdroplet spacing that means the local equivalence ratio in a combustion chamber was narrow, formation of soot was increased. As diameter of droplet was large, surface area of the droplet was also broad, and hence evaporation of the droplet was more active than that of a droplet with relative small diameter.

Numerical hydrodynamic analysis of an offshore stationary-floating oscillating water column-wave energy converter using CFD

  • Elhanafi, Ahmed;Fleming, Alan;Macfarlane, Gregor;Leong, Zhi
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제9권1호
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    • pp.77-99
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    • 2017
  • Offshore oscillating water columns (OWC) represent one of the most promising forms of wave energy converters. The hydrodynamic performance of such converters heavily depends on their interactions with ocean waves; therefore, understanding these interactions is essential. In this paper, a fully nonlinear 2D computational fluid dynamics (CFD) model based on RANS equations and VOF surface capturing scheme is implemented to carry out wave energy balance analyses for an offshore OWC. The numerical model is well validated against published physical measurements including; chamber differential air pressure, chamber water level oscillation and vertical velocity, overall wave energy extraction efficiency, reflected and transmitted waves, velocity and vorticity fields (PIV measurements). Following the successful validation work, an extensive campaign of numerical tests is performed to quantify the relevance of three design parameters, namely incoming wavelength, wave height and turbine damping to the device hydrodynamic performance and wave energy conversion process. All of the three investigated parameters show important effects on the wave-pneumatic energy conversion chain. In addition, the flow field around the chamber's front wall indicates areas of energy losses by stronger vortices generation than the rear wall.

Data-driven SIRMs-connected FIS for prediction of external tendon stress

  • Lau, See Hung;Ng, Chee Khoon;Tay, Kai Meng
    • Computers and Concrete
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    • 제15권1호
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    • pp.55-71
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    • 2015
  • This paper presents a novel harmony search (HS)-based data-driven single input rule modules (SIRMs)-connected fuzzy inference system (FIS) for the prediction of stress in externally prestressed tendon. The proposed method attempts to extract causal relationship of a system from an input-output pairs of data even without knowing the complete physical knowledge of the system. The monotonicity property is then exploited as an additional qualitative information to obtain a meaningful SIRMs-connected FIS model. This method is then validated using results from test data of the literature. Several parameters, such as initial tendon depth to beam ratio; deviators spacing to the initial tendon depth ratio; and distance of a concentrated load from the nearest support to the effective beam span are considered. A computer simulation for estimating the stress increase in externally prestressed tendon, ${\Delta}f_{ps}$, is then reported. The contributions of this paper is two folds; (i) it contributes towards a new monotonicity-preserving data-driven FIS model in fuzzy modeling and (ii) it provides a novel solution for estimating the ${\Delta}f_{ps}$ even without a complete physical knowledge of unbonded tendons.

Metal Surface Treatment Effects on Screen Printed Silicon Solar Cells

  • Chakrabarty K.;Mangalaraj D.;Kim K. H.;Dhungel S. K.;Park J. H.;Singh S. N.
    • Transactions on Electrical and Electronic Materials
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    • 제4권4호
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    • pp.22-25
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    • 2003
  • High series resistance due to the presence of glass frit is one of the major problems for screen printed silicon solar cells. Cells having electrical parameters below the prescribed values are usually rejected during solar module fabrication. Therefore, it is highly desirable to improve the electrical parameters of the silicon solar cells and thereby to increase the overall production yield. It was observed that, the performance of low quality mono-crystalline silicon solar cells made by standard screen printing technology could be improved remarkably by novel surface treatment. We have chemically treated the surface using sodium hydroxide (NaOH) and silver nitrate ($AgNO_3$) solutions. NaOH treatment helps to reduce the series resistance by decreasing the presence of excess glass frit on the top silver grid contact. The $AgNO_3$ treatment is used to reduce the series resistance comes from the deposition of silver on the grids by filling the holes present (if any) within the grid pattern.

기계 조인트의 전단 컨택 특성 측정 (Measurement of Shear Contact Characteristics on Mechanical Joints)

  • 이철희
    • 한국소음진동공학회논문집
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    • 제18권8호
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    • pp.849-855
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    • 2008
  • 다양한 조임 조건에서 기계적 조인트의 컨택 특성 파라미터를 유도하기 위하여 컨택 공진을 기반으로 하는 실험적 방법을 개발하였다. 기계적 조인트의 전단 컨택 강성과 감쇠의 파라미터는 접촉 표면간의 표면 처리, 윤활 유무, 그리고 조임력과 전단력의 의한 영향과 같은 여러 가지 물리적 조인터 파라미터와 연계하여 고찰하였다. 제안된 실험적 방법을 사용하여 전단 컨택 강성 값은 조임력과 전단력이 커짐에 따라 증가하는 것을 발견하였다. 또한 컨택 감쇠 비 값은 대부분 조임력과 상관없이 일정 값을 나타내지만 전단력이 커짐에 따라 감소하였다. 추가로, 전단 강성 값과 컨택 감쇠 비는 매끄러운 표면에서보다 거친 표면에서 더 크게 나타남을 알 수 있었다.

마코프 체인 몬테카를로 및 앙상블 칼만필터와 연계된 추계학적 단순 수문분할모형 (Stochastic Simple Hydrologic Partitioning Model Associated with Markov Chain Monte Carlo and Ensemble Kalman Filter)

  • 최정현;이옥정;원정은;김상단
    • 한국물환경학회지
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    • 제36권5호
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    • pp.353-363
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    • 2020
  • Hydrologic models can be classified into two types: those for understanding physical processes and those for predicting hydrologic quantities. This study deals with how to use the model to predict today's stream flow based on the system's knowledge of yesterday's state and the model parameters. In this regard, for the model to generate accurate predictions, the uncertainty of the parameters and appropriate estimates of the state variables are required. In this study, a relatively simple hydrologic partitioning model is proposed that can explicitly implement the hydrologic partitioning process, and the posterior distribution of the parameters of the proposed model is estimated using the Markov chain Monte Carlo approach. Further, the application method of the ensemble Kalman filter is proposed for updating the normalized soil moisture, which is the state variable of the model, by linking the information on the posterior distribution of the parameters and by assimilating the observed steam flow data. The stochastically and recursively estimated stream flows using the data assimilation technique revealed better representation of the observed data than the stream flows predicted using the deterministic model. Therefore, the ensemble Kalman filter in conjunction with the Markov chain Monte Carlo approach could be a reliable and effective method for forecasting daily stream flow, and it could also be a suitable method for routinely updating and monitoring the watershed-averaged soil moisture.

Physical and numerical modelling of the inherent variability of shear strength in soil mechanics

  • Chenari, Reza Jamshidi;Fatahi, Behzad;Ghoreishi, Malahat;Taleb, Ali
    • Geomechanics and Engineering
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    • 제17권1호
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    • pp.31-45
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    • 2019
  • In this study the spatial variability of soils is substantiated physically and numerically by using random field theory. Heterogeneous samples are fabricated by combining nine homogeneous soil clusters that are assumed to be elements of an adopted random field. Homogeneous soils are prepared by mixing different percentages of kaolin and bentonite at water contents equivalent to their respective liquid limits. Comprehensive characteristic laboratory tests were carried out before embarking on direct shear experiments to deduce the basic correlations and properties of nine homogeneous soil clusters that serve to reconstitute the heterogeneous samples. The tests consist of Atterberg limits, and Oedometric and unconfined compression tests. The undrained shear strength of nine soil clusters were measured by the unconfined compression test data, and then correlations were made between the water content and the strength and stiffness of soil samples with different consistency limits. The direct shear strength of heterogeneous samples of different stochastic properties was then evaluated by physical and numerical modelling using FISH code programming in finite difference software of $FLAC^{3D}$. The results of the experimental and stochastic numerical analyses were then compared. The deviation of numerical simulations from direct shear load-displacement profiles taken from different sources were discussed, potential sources of error was introduced and elaborated. This study was primarily to explain the mathematical and physical procedures of sample preparation in stochastic soil mechanics. It can be extended to different problems and applications in geotechnical engineering discipline to take in to account the variability of strength and deformation parameters.

CAT-PEST 연계 모형의 침투 해석 방법에 따른 단기 유출 특성 분석 (Analysis of Short-term Runoff Characteristics of CAT-PEST Connected Model using Different Infiltration Analysis Methods)

  • 최신우;장철희;김현준
    • 한국산학기술학회논문지
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    • 제17권11호
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    • pp.26-41
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    • 2016
  • 본 연구에서는 물리적 매개변수 기반의 물순환모형 CAT(Catchment hydrologic cycle Assessment Tool)을 매개변수 자동보정 기법인 PEST(Model-independent Parameter ESTimation)와 연계하여 단기 유출 특성을 분석하였다. CAT모형의 유출 모의 시 CAT모형에서 지원하는 3가지 침투 해석 방법((Rainfall excess, Green&Ampt and Horton)을 적용하였으며, 대표적인 단기 유출모형인 HEC-HMS를 비교 모델로 설정하여 모의 결과를 비교 분석하였다. 대상유역은 탄천의 지류인 운중천과 금토천이 포함된 판교 시험유역으로 유역면적은 $22.9km^2$이며, 유로연장은 9.2km이다. 2006, 2007년 중 누적 강우량 40mm이상에 해당하는 6개의 강우사상을 대상으로 모의를 실시하였다. 주요 매개변수를 대상으로 첨두유량, 첨두시간, 유출용적에 대한 민감도 분석 수행 후, PEST를 적용하여 유출 특성에 민감하게 반응하는 토양 관련 매개변수들에 대해 최적화를 수행하였다. 모의 결과 HEC-HMS의 경우 6개 강우사상에 대해 NSE가 0.63~0.91이었으며, CAT-PEST는 NSE 0.42~0.93의 모형 효율을 보였다. 선행토양함수조건에 따라 유출특성이 민감하게 반응하는 강우사상에 대해서는 HEC-HMS의 모의 정확도가 높았으나 강우 특성에 따라 유출특성이 민감하게 반응하는 경우에는 한계가 있는 것으로 보인다. 물리적 매개변수가 입력자료로 사용되는 CAT-PEST의 경우 다양한 유출특성을 가진 강우 사상에 대해 정밀한 유출 분석이 가능할 것으로 판단된다.

Dynamic characteristics of curved inhomogeneous nonlocal porous beams in thermal environment

  • Ebrahimi, Farzad;Daman, Mohsen
    • Structural Engineering and Mechanics
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    • 제64권1호
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    • pp.121-133
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    • 2017
  • This paper proposes an analytical solution method for free vibration of curved functionally graded (FG) nonlocal beam supposed to different thermal loadings, by considering porosity distribution via nonlocal elasticity theory for the first time. Material properties of curved FG beam are assumed to be temperature-dependent. Thermo-mechanical properties of porous FG curved beam are supposed to vary through the thickness direction of beam and are assumed to be temperature-dependent. Since variation of pores along the thickness direction influences the mechanical and physical properties, porosity play a key role in the mechanical response of curved FG structures. The rule of power-law is modified to consider influence of porosity according to even distribution. The governing equations of curved FG porous nanobeam under temperature field are derived via the energy method based on Timoshenko beam theory. An analytical Navier solution procedure is used to achieve the natural frequencies of porous FG curved nanobeam supposed to thermal loadings with simply supported boundary condition. The results for simpler states are confirmed with known data in the literature. The effects of various parameters such as nonlocality, porosity volume fractions, type of temperature rising, gradient index, opening angle and aspect ratio of curved FG porous nanobeam on the natural frequency are successfully discussed. It is concluded that these parameters play key roles on the dynamic behavior of porous FG curved nanobeam. Presented numerical results can serve as benchmarks for future analyses of curve FG nanobeam with porosity phases.