• Wind and Structures
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• 제30권2호
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• pp.181-198
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• 2020

In the traditional buffeting response analysis method, the spanwise incomplete correlation of buffeting forces is always assumed to be same as that of the incident wind turbulence and the action of the signature turbulence is ignored. In this paper, three typical bridge decks usually adopted in the real bridge engineering, a single flat box deck, a central slotted box deck and a two-separated paralleled box deck, were employed as the investigated objects. The wind induced pressure on these bridge decks were measured via a series of wind tunnel pressure tests of the sectional models. The influences of the wind speed in the tests, the angle of attack, the turbulence intensity and the characteristic distance were taken into account and discussed. The spanwise root coherence of buffeting forces was also compared with that of the incidence turbulence. The signature turbulence effect on the spanwise root coherence function was decomposed and explained by a new empirical method with a double-variable model. Finally, the formula of a sum of rational fractions that accounted for the signature turbulence effect was proposed in order to fit the results of the spanwise root coherence function. The results show that, the spanwise root coherence of the drag force agrees with that of incidence turbulence in some range of the reduced frequency but disagree in the mostly reduced frequency. The spanwise root coherence of the lift force and the torsional moment is much larger than that of the incidence turbulence. The influences of the wind speed and the angle of attack are slight, and they can be ignored in the wind tunnel test. The spanwise coherence function often involves several narrow peaks due to the signature turbulence effect in the high reduced frequency zone. The spanwise coherence function is related to the spanwise separation distance and the spanwise integral length scales, and the signature turbulence effect is related to the deck-width-related reduced frequency.

• International Journal of Aeronautical and Space Sciences
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• 제2권2호
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• pp.28-38
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• 2001

A numerical method for the assessment and correction of tunnel wall interference effects on forced-oscillation testing is presented. The method is based on the wall pressure signature method using computed wall pressure distributions. The wall pressure field is computed using unsteady three-dimensional full Navier-Stokes solver for a 70-degree pitching delta wing in a wind tunnel. Approximately-factorized alternate direction implicit (AF-ADI) scheme is advanced in time by solving block tri-diagonal matrices. The algebraic Baldwin-Lomax turbulence, model is included to simulate the turbulent flow effect. Also, dual time sub-iteration with, local, time stepping is implemented to improve the convergence. The computed wall pressure field is then imposed as boundary conditions for Euler re-simulation to obtain the interference flow field. The static computation shows good agreement with experiments. The dynamic computation demonstrates reasonable physical phenomena with a good convergence history. The effects of the tunnel wall in upwash and blockage are analyzed using the computed interference flow field for several reduced frequencies and amplitudes. The corrected results by pressure signature method agree well with the results of free air conditions.

• 한국산학기술학회논문지
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• 제18권11호
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• pp.740-746
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• 2017

함정의 추진기와 발전기에 의해 발생하는 고온의 폐기가스와 연돌 주변 금속표면에서 방사되는 적외선 신호는 적 위협 무기체계의 표적이 되어 함의 생존성을 감소시키는 주 원인이 된다. 폐기가스와 연돌의 적외선 신호는 함정에 적외선 신호저감 장치(Infra-Red Signature Suppression system, IRSS)를 설치하여 감소시키고 있다. IRSS는 폐기가스에 난류 유동을 형성하는 이덕터, 폐기가스와 주변 공기가 혼합되는 믹싱 튜브, 외기와의 압력차를 이용하여 공기 필름을 형성하는 디퓨져 세 부분으로 구성된다. 본 연구는 적외선 신호저감 장치를 국내 독자기술로 개발하기 위한 기초 연구로 국외 선진 기술사에서 개발하여 국내 함정에 설치된 IRSS의 모형시험 조건을 분석하고 이를 기반으로 열 유동해석 연구를 수행하였다. 열 유동해석에서는 상용 수치해석 프로그램을 사용하였으며, 다양한 난류 이론 모델을 고려하여 결과를 비교 분석하였다. 해석의 주요 결과로는 이덕터 입구와 디퓨져 출구에서의 폐기가스 온도 및 속도, 그리고 디퓨져의 금속표면 온도를 구하였으며 모형시험의 계측 결과와 잘 부합함을 확인하였다.

• 대한조선학회논문집
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• 제55권6호
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• pp.474-481
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• 2018

This paper is to compare by numerical analysis the flow characteristics and propulsion performance of stern with the shape change of K-duct, a pre-swirl duct developed by Korea Research Institute of Ships & Ocean Engineering (KRISO). First, the characteristics of the propeller and the resistance and self-propulsion before and after the attachment of the K-duct to the ship were verified and the validity of the calculation method was confirmed by comparing this result with the model test results. After that, resistance and self-propulsion calculations were performed by the same numerical method when the K-duct was changed into five different shapes. The efficiency of the other five cases was compared using the delivery horsepower in the model scale and the flow characteristics of the stern were analyzed as the velocity and pressure distributions in the area between the duct end and the propeller plane. For the computation, STAR-CCM +, a general-purpose flow analysis program, was used and the Reynolds Averaged Navier-Stokes (RANS) equations were applied. Rigid Body Motion (RBM) method was used for the propeller rotating motion and SST $k-{\omega}$ turbulence model was applied for the turbulence model. As a result, the tangential velocity of the propeller inflow changed according to the position angle change of the stator, and the pressure of the propeller hub and the cap changes. This regulated the propeller hub vortex. It was confirmed that the vortex of the portion where the fixed blade and the duct meet was reduced by blunt change.

• Wind and Structures
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• 제14권5호
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• pp.413-434
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• 2011

Without output covariance estimation, one reference-based Stochastic Subspace Technique (SST) for extracting modal parameters and flutter derivatives of bridge deck is developed and programmed. Compared with the covariance-driven SST and the oscillation signals incurred by oncoming or signature turbulence that adopted by previous investigators, the newly-presented identification scheme is less time-consuming in computation and a more desired accuracy should be contributed to high-quality free oscillated signals excited by specific initial displacement. The reliability and identification precision of this technique are confirmed by a numerical example. For the 3-DOF sectional models of Sutong Bridge deck (streamlined) and Suramadu Bridge deck (bluff) in wind tunnel tests, with different wind velocities, the lateral bending, vertical bending, torsional frequencies and damping ratios as well as 18 flutter derivatives are extracted by using SST. The flutter derivatives of two kinds of typical decks are compared with the pseudo-steady theoretical values, and the performance of $H_1{^*}$, $H_3{^*}$, $A_1{^*}$, $A_3{^*}$ is very stable and well-matched with each other, respectively. The lateral direct flutter derivatives $P_5{^*}$, $P_6{^*}$ are comparatively more accurate than other relevant lateral components. Experimental procedure seems to be more critical than identification technique for refining the estimation precision.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제10권2호
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• pp.647-669
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• 2016

Multiple attribute for decision making including user preference will increase the complexity of route selection process. Various approaches have been proposed to solve the optimal route selection problem. In this paper, multi attribute decision making (MADM) algorithms such as Simple Additive Weighting (SAW), Weighted Product Method (WPM), Analytic Hierarchy Process (AHP) method and Total Order Preference by Similarity to the Ideal Solution (TOPSIS) methods have been proposed for acoustic signature based optimal route selection to facilitate user with better quality of service. The traffic density state conditions (very low, low, below medium, medium, above medium, high and very high) on the road segment is the occurrence and mixture weightings of traffic noise signals (Tyre, Engine, Air Turbulence, Exhaust, and Honks etc) is considered as one of the attribute in decision making process. The short-term spectral envelope features of the cumulative acoustic signals are extracted using Mel-Frequency Cepstral Coefficients (MFCC) and Adaptive Neuro-Fuzzy Classifier (ANFC) is used to model seven traffic density states. Simple point method and AHP has been used for calculation of weights of decision parameters. Numerical results show that WPM, AHP and TOPSIS provide similar performance.

• 한국항공우주학회지
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• 제35권1호
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• pp.27-32
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• 2007

본 논문에서는 초음속 제트로부터 유발되는 소음의 특성을 실험적으로 분석하고, 기존의 소음예측식을 사용하여 비교해 봄으로서 예측식의 적용가능 범위를 살펴보았다. 실험을 위하여 제작된 초음속제트 발생장치의 출구마하수를 측정하기 위하여 정체실의 온도, 압력과 함께 피토 튜브를 이용하였고, 결과를 쉐도우 그래프 가시화 방법을 사용하여 얻은 결과와 비교하였다. 제트소음의 스펙트럼을 관찰한 결과, 불완전 팽창의 제트 유동에서 발생하는 충격파 관련 소음인 광대역 소음과 스크리치 톤 소음의 경향이 나타는 것을 확인 할 수 있었다. 아음속 조건에서는 큰 난류 구조에 의해 발생되는 난류 혼합 소음에 의하여 흐름방향으로 강한 방향성을 나타내었고, 초음속 조건에서는 충격파 관련 소음이 흐름의 상류 방향으로도 강하게 전파됨을 확인 하였다. 그리고 제트 엔진의 소음 예측 프로그램인 ARP876D 코드를 이용하여 실험에서 측정한 스펙트럼과 비교해 본 결과 아음속 영역에서보다는 초음속 영역에서 더 좋은 결과를 보였다.