• 한국구조물진단유지관리공학회 논문집
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• 제25권2호
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• pp.23-34
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• 2021

최근 국내외 사용빈도가 높고 향후 건설계획이 많은 사장교의 주부재인 케이블을 대상으로 하였다. 우선 케이블의 온도 변화와 대기온도 변화 등으로 영구적으로 사용되는 온도하중에 대해 보통지방의 온도변화를 고려하여 실험을 수행하였다. 케이블의 온도변화를 가하여 동적특성의 변화를 여러 가지 시스템을 적용하여 케이블의 동적특성을 비교 분석하였다. 케이블의 동적특성을 비교분석한 결과 온도상승에 따른 케이블의 가속도, 고유진동수 및 장력은 감소하는 경향이 뚜렷하였으며 케이블의 변위의 영향정도를 분석하였으며 케이블의 모드특성에 대한 결과를 분석하였다. 특히 케이블의 온도변화에 따른 케이블의 가속도, 고유진동수 및 장력에 대해 상관관계를 분석한 결과 가속도 및 고유진동수 대비 케이블 장력의 민감도가 큰 것으로 나타났다.

• Smart Structures and Systems
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• 제29권1호
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• pp.167-179
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• 2022

This article develops a long-term condition assessment method for stay cables in cable stayed bridges using the monitored cable tension forces under operational condition. Based on the concept of influence surface, the matched cable tension ratio of two cables located at the same side (either in the upstream side or downstream side) is theoretically proven to be related to the condition of stay cables and independent of the positions of vehicles on the bridge. A sensor grouping scheme is designed to ensure that reliable damage detection result can be obtained even when sensor fault occurs in the neighbor of the damaged cable. Cable forces measured from an in-service cable-stayed bridge in China are used to demonstrate the accuracy and effectiveness of the proposed method. Damage detection results show that the proposed approach is sensitive to the rupture of wire damage in a specific cable and is robust to environmental effects, measurement noise, sensor fault and different traffic patterns. Using the damage sensitive feature in the proposed approach, the metrics such as accuracy, precision, recall and F1 score, which are used to evaluate the performance of damage detection, are 97.97%, 95.08%, 100% and 97.48%, respectively. These results indicate that the proposed approach can reliably detect the damage in stay cables. In addition, the proposed approach is efficient and promising with applications to the field monitoring of cables in cable-stayed bridges.

• 공업화학
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• 제22권4호
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• pp.376-383
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• 2011

글리시돌과 라우릴 알코올을 반응시켜 합성한 LA와 LA3 비이온계면활성제의 CMC는 각각 $0.97{\times}10^{-3}mol/L$, $1.02{\times}10^{-3}mol/L$이며, 1 wt% 농도에서의 표면장력은 26.99 mN/m과 27.48 mN/m이었다. 동적 표면장력 측정 결과에 의하면 LA와 LA3 비이온 계면활성제 모두, 공기와 수용액의 계면이 계면활성제 단분자에 의하여 비교적 짧은 시간 내에 포화되었으며, 1 wt% LA와 LA3 계면활성제 시스템들의 접촉각은 각각 27.8, $20.9^{\circ}$를 나타내었다. 비극성 오일 n-decane과 1 wt% 계면활성제 수용액 사이의 시간에 따른 계면장력은 시간에 따라 감소하며, LA와 LA3 시스템 모두 2~3 min 이내의 짧은 시간에 평형에 도달하였고, 평형에서의 계면장력 값은 각각 0.1524, 0.1716 mN/n을 나타내었다. $25^{\circ}C$에서의 계면활성제 수용액은 두 시스템 모두 비교적 안정한 상태를 유지하였고, LA 비이온 계면활성제가 LA3 비이온 계면활성제에 비하여 거품 안정성이 큼을 확인하였으며, 이러한 거품 안정성 측정 결과는 표면장력 측정 결과와도 일치하였다. 계면활성제, 물, 비극성 탄화수소 오일로 이루어진 3성분 시스템에 대하여 $25{\sim}60^{\circ}C$의 온도에서 상평형 실험을 수행한 결과, lower phase 마이크로에멀젼 혹은 oil in water (O/W) 마이크로에멀젼이 excess oil 상과 평형을 이루는 2상 영역만이 관찰되었을 뿐, lamellar liquid crystalline phase 혹은 middle-phase 마이크로에멀젼을 포함한 3상 영역은 나타나지 않았다.

• Journal of Advanced Marine Engineering and Technology
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• 제35권5호
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• pp.690-699
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• 2011

A numerical model analysis was performed to analyze the stability of the mooring lines of an automatic submersible fish cage system in waves and currents. The fish cage system consisted of a 12-angled rigid frame, net cage, cover net, 12 upper floats, 12 tanks(for fixed and variable ballast), mooring lines, anchors, and a control station. Simulations were performed with the cage at the surface of the water and at a depth of 20 m. A Morison equation type model was used for simulations of the system in two configurations. The force parameters described both regular and random waves, with and without currents, and their values were input to the model. Mooring tension calculations were conducted on the mooring lines, grid lines and lower bridle lines of the cage. The stability of the mooring lines was checked under both static and dynamic conditions.

• 소음진동
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• 제8권2호
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• pp.324-330
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• 1998

The forced vibration analysis of the outer-clamped spinnig annular disk with arbitrary in-plane is formulated to investigate the influence of non-uniform tension on the cutting accuracy of wafer cutting machine. The arbitrary in-plan force along the outer edge of an annular plate is expressed as a Fourier series. Galerkin method and modal superposition method are employed to obtain the forced responses under the static force and the impulse force in astationary coordinate. Through qualitative and quantitative analyses, it can be found that forced and impulse responses are sensitive to the non-uniformity of in-plane force, which can bring a bad effect to the accuracy of wafer cutting process. Also, in case of a spinning disk with non-uniform in-plane force, critical speed is required to define in a different way, compared with conventional definition in axi-symmetrical spinning disk.

• 한국소음진동공학회논문집
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• 제15권7호
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• pp.806-812
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• 2005

This paper adresses the shaking table tests with 1/100 scaled model followed similitude law for OOdam main designing section to understand nonlinear behavior characteristics of concrete dam body by ground motion. As earthquake wave, Hachinohe and El Centre waves were used and acceleration and displacements are measured to analyze behaviors of dam body. For maximum ground acceleration range $(0.3\~0.9 g)$, the results showed linear behavior regardless of maximum 9round acceleration and secured safety of structure. To analyze the behavior of dam after tension cracking, 3 cm-notch was placed at the critical section of over-flowing section. As results of applying Hachinohe wave(0.8 g), Even though tension cracks were formed at over-flowing section by Hachinohe wave(0.8 g), it showed that the dam is stable for supporting upper stream Part of water tank of dam.

• Journal of Advanced Marine Engineering and Technology
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• 제30권8호
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• pp.934-940
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• 2006

The aims of this study is to develop working robot for a installed trolley cable of an electric train and objective of this paper is to implement mobile control of working robot. In this paper an approach to method for scheme of a mobile control system is presented in a dynamic hybrid velocity/tension control of working robot. The working robot is composed the velocity and tension controllers using the concept of two-degrees-of-freedom servo-controller. This robot moved at same time a certain distance to constrain a constant tension and installed a trolley cable of an electric train. To move the robot the velocity control system have design and implemented. Simulation and experimental results are presented to illustrate the validity of designed mobil scheme.

• Journal of Welding and Joining
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• 제17권1호
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• pp.62-70
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• 1999

Since various parameters including the welding conditions and material properties are involved in metal transfer, it is difficult to figure out the effects of each parameter. In this study, dimensional analysis in performed to reduce the number of the parameters and to reveal the effect of each parameter on metal transfer. Dimensionless parameters are derived based on the inertia force and surface tension, and their contributions on metal transfer are estimated by analyzing the calculated results using the volume of fluid (VOF) method. Among several dimensionless parameters, $N_{SE}(=$\mu$_{0}I^{2}/d_{w}${\gamma}$)$ which represents the ratio of the electromagnetic force to surface tension, is found to be appropriate to describe metal transfer and estimate the transition current. Predicted results of transition current and drop size are in reasonably good agreements with available experimental date which show the validity of proposed dimensional analysis.

• 대한조선학회논문집
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• 제45권3호
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• pp.229-237
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• 2008

For predicting the motion and structural responses of tension leg platforms(TLPs) in regular waves, a numerical scheme is introduced. The numerical approach in this paper is based on a combination of the three dimensional source distribution method and the finite element method. The hydrodynamic interactions among TLP members, such as columns and pontoons, are included in the motion and structural response analysis. The drag forces on the submerged slender members, which are proportional to the square of relative velocity, are newly included in order to estimate the responses of members with better accuracy. Comparisons with other's results verifies the works in this paper.

• Steel and Composite Structures
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• 제43권4호
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• pp.457-464
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• 2022

Optimization in distribution of stay cable forces is one of the most difficult aspects in the design of cable-stayed bridges. This article attempts to examine tension force influence on structural behavior of cable-stayed bridges. For the examination, finite element modeling using nonlinear static and nonlinear modal analyses was completed and compared to structural experimental results. Variables analyzed in this parametric study were: 1) Number of stay cables; 2) Tension of the stay cables, and 3) Stay cable pattern - harp and semi-fan patterns. Though the findings from the analysis are limited to the tested models, the study gives insight on the structural behavior of actual cable stayed bridges.