• Journal of Korean Society of Steel Construction
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• v.11 no.4 s.41
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• pp.351-362
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• 1999

Damage detection methods which utilize the change in dynamic characteristics are very hard to apply to large civil structures since local damage hardly affects global dynamic characteristics. But, if there is a very important and critical member and we focus only on the local behavior of it, it would be possible to detect damage from the change in local dynamic characteristics, such as natural frequencies and mode shapes .In this study, the cable anchorage part of a cable-stayed bridge under construction is modeled and analyzed by commercial finite element program, ABAQUS. It has both welding and bolting connections with a cable and a stiffening plate, and has a possible high stress concentration portions in it. Several damage scenarios such as crack through the welding or crack through the bolting connection are examined. The result shows that the local natural frequencies of the damaged member decrease up to 16% compared with that of the undamaged member. It is concluded that there is quite a high feasibility that the damage of the cable anchorage can be detected by measuring local dynamic characteristics.

• Journal of Aerospace System Engineering
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• v.16 no.4
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• pp.68-76
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• 2022

The purpose of this paper was to design the cable networks for mesh reflector antennas, considering the flexibility of structures. An effective form-find methodology is proposed. The whole parts of the cable networks are described by the absolute nodal coordinate formulation. Additionally, nonlinear deformation of the cable can be obtained. The form-finding analysis of the reflector with standard configuration is performed, to validate the proposed methodology. The truss ring structure is numerically modeled using the frame elements. To consider the flexibility of the truss ring as well as the cable net structure, an iteration analysis between the truss ring and the cable net under tensional forces is also performed in the form-finding process. The finial configuration of the reflector with tensioned cable networks is demonstrated.

• Computational Structural Engineering
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• v.3 no.3
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• pp.133-140
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• 1990

Analysis of cable structures is complex because their force - displacement relationships are highly nonlinear and also because large deformations introduce geometric nonlinearity. Therefore, we must take account their geometric nonlinearity in the analysis and find the equilibrated shape of cable structures. In this paper, to slove these problems, numerical procedures involving geometrical nonlinearity are introduced. They are applicable to general cable net, flexible transmission lines and suspended cable roof. These procedures are divided into two parts; one is to obtain the equilibrated shapes and stresses of the cable structures with uniform load by flexibility iteration method, the other is to analyse the equilibrated structures subjected to nodal external forces by nonlinear finite element method.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.367_368
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• 2009

초전도 전력케이블은 기존 케이블에 비해 많은 전력을 공급할 수 있기 때문에 노후 전력케이블 교체시 대용량 송전을 가능하게 하는 대안으로 관심이 많아지고 있다. 초전도 케이블은 전기적인 특성이나 냉각시스템을 필요로 하는 등 기존 케이블과 다른 많은 특성을 가지고 있기 때문에 실계통에 투입하기 이전에 케이을 보호 등 새롭게 검토 해야할 사안들이 있다. 이를 위해서는 초전도 전력케이블 모델 및 이를 이용한 전산모의가 필수적이지만, 새로운 요소인만큼 이에 관한 자료들이 많지 않은 실정이다. 본 논문에서는 전력계통 과도해석에 널리 사용되는 EMTP를 이용하여 초전도 전력케이블을 모델링하고 전압-전류 특성을 모의한 사례를 제시하고자 한다.

• Proceedings of the KIEE Conference
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• 2005.04a
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• pp.93-95
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• 2005

케이블 변압기용 케이블에는 반도전층이 설치되며 권선의 각 턴에 대하여 외측 반도전층을 접지함으로써 권선에 과다 전계가 인가되는 것을 억제하는 역할을 한다. 케이블 변압기는 케이블의 반도전층의 저항률에 따라 전계분포 및 전력손실이 다른 특성을 나타낸다. 반도전층의 저항률이 매우 높을 경우 각 턴에 인가되는 전계에 의해 각 턴의 접지 사이에 높은 전계가 인가되고, 저항률이 매우 낮을 경우 반도전층에서 높은 전력 손실을 야기하여 변압기의 전체 효율을 감소시키게 된다. 따라서 반도전층의 저항률을 적절히 선정함으로써 전체 변압기의 절연특성과 효율을 최적화 할 필요가 있다. 본 연구에서는 유한요소법과 진화전략을 적용하여 케이블 변압기용 케이블의 반도전층 최적화를 수행한다.

• Journal of Korean Society of Steel Construction
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• v.23 no.1
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• pp.13-27
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• 2011

This paper presents an investigation of the structural stability of cable-stayed bridges, using geometric nonlinear finite-element analysis and considering various geometric nonlinearities, such as the sag effect of the cables, the beam-column effect of the girder and mast, and the large displacement effect. In this analytic research, a nonlinear frame element and a nonlinear equivalent truss element were used to model the girder, mast, and cable member. The live-load cases that were considered in this research were assumed based on the traffic loads. To perform reasonable analytic research, initial shape analyses in the dead-load case were performed before live-load analysis. In this study, the geometric nonlinear responses of the cable-stayed bridges with different cable arrangement types were compared. After that, parametric studies on the characteristics of the structural stability in critical live-load cases were performed considering various geometric parameters, such as the cable arrangement type, the stiffness ratios of the girder and mast, the area of the cables, and the number of cables. Through this parametric study, the effect of geometric shapes on the structural stability of cable-stayed bridges was investigated.

• Journal of the Korea Computer Industry Society
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• v.4 no.4
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• pp.579-588
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• 2003

There are many unfavorable conditions that lead to shortening life of cable by causing dielectric breakdown and aging such as field concentrations occurring in intermediate materials linking each cables, penetration of various impurities, and undermining of cable insulation layers. This paper simulated investigated partial discharge properties of XLPE which is widely used for ultra high voltage cable insulation materials and EPDM which is being used as insulation layer of cable joint materials kit, using Boundary Element Method. The result of computer simulation showed that inner-Void defect caused silicone oil to weaken the E-field effect. and we also found that E-field distribution in EPDM remained relatively lower than that in XLPE.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.10 no.2
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• pp.76-81
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• 1985

This paper presents basis functions for curvilinear square elements and describes finite element analysis for coaxial cable and coaxial cross-section waveguide. On the case of coaxial cable, the more exact results is obtained by the propotional elements than by the equal elements with the same number of elements. It is found that the cutoff frequency of coaxial cross-sectional waveguide is more dependent on the inner and outer radius than the cross-sectional angle.

• Proceedings of the KIEE Conference
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• 2006.10a
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• pp.188-189
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• 2006

ITVDC 해저케이블의 절연은 주로 지절연물(紙絶緣物)에 고점도의 컴파운드를 강제함침(mass-impregnation)하여 제조된다. 이러한 강제 함침 작업은 제조 공정 중 가장 긴 시간이 소요되며, 케이블의 절연 특성을 결정하는 중요한 요소가 된다. 그러나 함침은 복잡한 물리현상이며, 함침이 진행되는 동안 케이블의 내부 상태를 직접 관찰하기 곤란하다. 따라서 기존의 제조 경험을 바탕으로 작업조건에 충분한 안전율을 적용하는 실정이다. 이와 같은 강제함침 작업조건을 합리화하면 공정에 소요되는 시간뿐 아니라 함침조건을 조정하여 케이블 절연 특성의 향상까지 기대할 수 있다. 본 논문에서는 당사가 HVDC 해저케이블 개발과정에서 함침에 관한 이론적 검토와 간이 함침실험을 통해 정립한 함침조건에 대해 기술하였다.

• Proceedings of the KIEE Conference
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• 2009.07a
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• pp.2091_2092
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• 2009

지중케이블 시스템에서의 고장은 필연적으로 대전류 현상을 수반하는 경우가 대부분으로서 고장전류는 고장 케이블 자체와 인접해 있는 타 선로 및 통신선 등에 악영향을 미칠 가능성이 크고, 초고압 케이블의 운전전압 레벨이 지속적으로 증가하고 있는 상황에서 사고의 파급 및 위험정도 또한 지속적으로 증가하고 있다. 특히, 단락 고장의 경우 고장전류의 크기도 크지만 고장전류 발생에 따른 전자력을 동반하게 되어 케이블 및 접속함, 각종 금구류에 전기적, 기계적인 스트레스를 야기할 수 있다[1]. 따라서 본 논문에서는 지중케이블의 삼각배열 구간의 단락전자력 영향을 최소화하기 위한 방안을 모색하기 위하여 154kV OF케이블 3상 단락 실증시험을 2회 시행하였고, 유한요소법을 이용하여 단락전자력 발생시 클리트 설치간격에 따른 케이블 변위를 계산함으로써 케이블의 단락 전자력 영향 검토결과를 기술하였다.