• 제목/요약/키워드: Wind force

검색결과 875건 처리시간 0.022초

Numerical studies of the suppression of vortex-induced vibrations of twin box girders by central grids

  • Li, Zhiguo;Zhou, Qiang;Liao, Haili;Ma, Cunming
    • Wind and Structures
    • /
    • 제26권5호
    • /
    • pp.305-315
    • /
    • 2018
  • A numerical study based on a delayed detached eddy simulation (DDES) is conducted to investigate the aerodynamic mechanism behind the suppression of vortex-induced vibrations (VIVs) of twin box girders by central grids, which have an inhibition effect on VIVs, as evidenced by the results of section model wind tunnel tests. The mean aerodynamic force coefficients with different attack angles are compared with experimental results to validate the numerical method. Next, the flow structures around the deck and the aerodynamic forces on the deck are analyzed to enhance the understanding of the occurrence of VIVs and the suppression of VIVs by the application of central grids. The results show that shear layers are separated from the upper railings and lower overhaul track of the upstream girder and induce large-scale vortices in the gap that cause periodical lift forces of large amplitude acting on the downstream girder, resulting in VIVs of the bridge deck. However, the VIVs are apparently suppressed by the central grids because the vortices in the central gap are reduced into smaller vortices and become weaker, causing slightly fluctuating lift forces on the deck. In addition, the mean lift force on the deck is mainly caused by the upstream girder, whereas the fluctuating lift force is mainly caused by the downstream girder.

Critical Characteristics Estimation of a Large-Scale HTS Wind Turbine Generator Using a Performance Evaluation System

  • Kim, Taewon;Woo, Sang-Kyun;Kim, Changhyun
    • KEPCO Journal on Electric Power and Energy
    • /
    • 제5권3호
    • /
    • pp.229-233
    • /
    • 2019
  • Large-scale High Temperature Superconducting (HTS) wind power generators suffer from high electromagnetic force and high torque due to their high current density and low rotational speed. Therefore, the torque and Lorentz force of HTS wind power generators should be carefully investigated. In this paper, we proposed a Performance Evaluation System (PES) to physically test the structural stability of HTS coils with high torque before fabricating the generator. The PES is composed of the part of a pole-pair of the HTS generator for estimating the characteristic of the HTS coil. The 10 MW HTS generator and PES were analyzed using a 3D finite element method software. The performance of the HTS coil was evaluated by comparing the magnetic field distributions, the output power, and torque values of the 10 MW HTS generator and the PES. The magnetic flux densities, output power, and torque values of the HTS coils in the PES were the same as a pole-pair of the 10 MW HTS generator. Therefore, the PES-based evaluation method proposed in this paper can be used to estimate the critical characteristics of the HTS generator under high magnetic field and high torque before manufacturing the HTS wind turbines. These results will be used effectively to research and manufacture large-scale HTS wind turbine generators.

한국형 저비용 저고도 공중보급 체계용 낙하산 전개 특성 풍동시험 (Wind Tunnel Test for the Inflation Characteristics of the Korean Low Cost Low Altitude Aerial Delivery System)

  • 김승필;정인식;권기범;최윤석;정형석
    • 한국군사과학기술학회지
    • /
    • 제20권3호
    • /
    • pp.345-351
    • /
    • 2017
  • A wind tunnel test for the scaled parachute models was performed to verify aerodynamic characteristics for practical usage of Korean low cost low altitude aerial delivery system. The cruciform shaped cargo parachute models for heavy and light weight were ejected into wind tunnel test section; and the drag forces acting on the models in steady condition were measured in accordance with velocity. Also, the maximum opening forces during inflation were obtained and captured by a high speed camera to analyze the inflation characteristics and evaluate the design of the low cost aerial delivery system. The results showed a reliable stability and met the design requirement of delivery operation system for R.O.K Air Force.

Aerodynamic stability of stay cables incorporated with lamps: a case study

  • Li, S.Y.;Chen, Z.Q.;Dong, G.C.;Luo, J.H.
    • Wind and Structures
    • /
    • 제18권1호
    • /
    • pp.83-101
    • /
    • 2014
  • Lamps installed on stay cables of cable-stayed bridges may alter the configuration of circular cross section of the cables and therefore result in aerodynamically unstable cable vibrations. The background of this study is a preliminary design of lamp installation on the cable-stayed He-dong Bridge in Guangzhou, China. Force measurements and dynamic response measurements wind tunnel tests were carried out to validate the possibility of cable galloping vibrations. It is observed that galloping will occur and the critical wind velocity is far less than the design wind velocity at Guangzhou City stipulated in Chinese Code. Numerical simulations utilizing software ANSYS CFX were subsequently performed and almost the same results as the wind tunnel tests were obtained. Moreover, the pressure and velocity contours around cable-lamp model obtained from numerical simulations indicated that the upstream steel wire in the preliminary design is the key factor for the onset of the galloping vibrations. A modification for the preliminary design of lamp installation, which suggests to remove the two parallel steel wires, is proposed, and it effectiveness is validated in further wind tunnel tests.

HFFB technique and its validation studies

  • Xie, Jiming;Garber, Jason
    • Wind and Structures
    • /
    • 제18권4호
    • /
    • pp.375-389
    • /
    • 2014
  • The high-frequency force-balance (HFFB) technique and its subsequent improvements are reviewed in this paper, including a discussion about nonlinear mode shape corrections, multi-force balance measurements, and using HFFB model to identify aeroelastic parameters. To apply the HFFB technique in engineering practice, various validation studies have been conducted. This paper presents the results from an analytical validation study for a simple building with nonlinear mode shapes, three experimental validation studies for more complicated buildings, and a field measurement comparison for a super-tall building in Hong Kong. The results of these validations confirm that the improved HFFB technique is generally adequate for engineering applications. Some technical limitations of HFFB are also discussed in this paper, especially for higher-order mode response that could be considerable for super tall buildings.

Longitudinal reaction on conductors due to tornado wind load

  • Dingyu Yao;Ashraf El Damatty
    • Wind and Structures
    • /
    • 제38권4호
    • /
    • pp.325-339
    • /
    • 2024
  • The longitudinal force resulting from tornado loads on transmission line is considered a crucial factor contributing to the failure of transmission line structures during tornado events. Accurate estimation of this longitudinal force poses a challenge for structural designers. Therefore, the objective of this paper is to provide a set of charts that can be easily used to estimate the peak longitudinal forces transferred from the conductors to a tower. The critical wind field and corresponding configuration considered in this paper are previously studied and determined. The charts should account for all the conductor parameters that can affect the value of the longitudinal force. In order to achieve that, a parametric study is first conducted to assess the variation of the longitudinal forces with different conductor parameters, based on the critical tornado configuration. Results of this parametric study are used to develop the charts that can be used to calculate longitudinal forces by adopting a multi-variable line regression. The forces calculated from charts are validated by finite element analysis. An example for the usage of the charts is provided at the end of this paper.

실선계측을 통한 묘박중인 선박의 풍압력 적용에 관한 연구 (A Study for the Evaluation of the Force by the Wind on the Ship at Anchoring)

  • 정창현;공길영
    • 해양환경안전학회지
    • /
    • 제15권3호
    • /
    • pp.223-228
    • /
    • 2009
  • 2003년 태풍 매미로 인하여 안전한 피항지로 여겨졌던 진해만에서도 강풍에 의한 주묘로 좌초, 충돌 등 많은 해양사고가 발생하였다. 투묘에 대한 사항이나 주묘를 예측하기 위해서는 외력과 대항력에 대한 비교 검토가 필요하다. 하지만 풍압력에 대한 부분에서 스윙현상으로 인한 풍압면적 적용에 대한 연구가 진행되고 있으나, 여전히 논란의 대상이 되고 있다. 따라서 실습선 한바다호를 대상으로 선체에 작용하는 외력과 외력에 대한 대항력을 수치적으로 계산하고, 이를 실제로 주묘가 발생했던 실선계측자료와 상호 비교 분석함으로써 묘박 중선박에 가해지는 풍압력에 대한 평가를 실시하였다.

  • PDF

수직축 항력식 풍력터빈의 구조설계 및 실험평가 (Structure Design and Experimental Appraisal of the Drag Force Type Vertical Axis Wind Turbine)

  • 김동건;금종윤;윤순현
    • 대한기계학회논문집B
    • /
    • 제30권3호
    • /
    • pp.278-286
    • /
    • 2006
  • Experiments were conducted to estimate the performance of drag force type vertical axis wind turbine with an opening-shutting rotor. It was operated by the difference in drag force generated on both sides of the blades. The rotational speed was measured by a tachometer in a wind tunnel and the tunnel wind speed was measured by using a pilot-static tube and a micro manometer. The performance test for a prototype was accomplished by calculating power, power coefficient, torque coefficient from the measurement of torque and rpm by a dynamometer controller. Various design parameters, such as the number of blades(B), blade aspect ratio(W/R), angle of blades$(\alpha)$ and drag coefficient acting on a blade, were considered for optimal conditions. At the experiment of miniature model, maximum efficiency was found at N=15, $\alpha=60^{\circ}$ and W/R=0.32. The measured test variables were power, torque, rotational speed, and wind speeds. The data presented are in the form of power and torque coefficients as a function of tip-speed ratio V/U. Maximum power was found in case of $\Omega=0.33$, when the power and torque coefficient were 0.14 and 0.37 respectively. Comparing model test with prototype test, similarity law by advance ratio for vertical axis wind turbine was confirmed.

Spatial correlation of aerodynamic forces on 5:1 rectangular cylinder in different VIV stages

  • Lei, Yongfu;Sun, Yanguo;Zhang, Tianyi;Yang, Xiongwei;Li, Mingshui
    • Wind and Structures
    • /
    • 제34권1호
    • /
    • pp.81-90
    • /
    • 2022
  • To better understand the vortex-induced vibration (VIV) characteristics of a 5:1 rectangular cylinder, the distribution of aerodynamic force and the non-dimensional power spectral density (PSD) of fluctuating pressure on the side surface were studied in different VIV development stages, and their differences in the stationary state and vibration stages were analyzed. The spanwise and streamwise correlations of surface pressures were studied, and the flow field structure partitions on the side surface were defined based on the streamwise correlation analysis. The results show that the variation tendencies of mean and root mean square (RMS) pressure coefficients are similar in different VIV development stages. The RMS values during amplitude growth are larger than those at peak amplitude, and the smallest RMS values are observed in the stationary state. The spanwise correlation coefficients of aerodynamic lifts increase with increase of the peak amplitude. However, for the lock-in region, the maximum spanwise correlation coefficient for aerodynamic lifts occurs in the VIV rising stage rather than in the peak amplitude stage, probably due to the interaction of vortex shedding force (VSF) and self-excited force (SEF). The streamwise correlation results show that the demarcation point positions between the recirculation region and the main vortex region remain almost constant in different VIV development stages, and the reattachment points gradually move to the tailing edge with increasing amplitude. This study provides a reference to estimate the demarcation point and reattachment point positions through streamwise correlation and phase angle analysis from wind tunnel tests.