• Journal of Welding and Joining
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• 제19권2호
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• pp.215-220
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• 2001

In the T-joint welding, the complete penetration joint which is obtained by groove welding with edge preparation is generally required thor the safety and reliability of structures but this way have the some defects such as increase of working time, consumed welding electrode quantity and large welding deformation. If there is no probrem, in the strength, T-joint welding without edge preparation will be profitably understood in the economical and welding deformation side. In this paper, we performed the finite element analysis to understand the characteristics of welding residual stresses on two models, complete penetration joint have the edge preparation and incomplete penetration joint without edge preparation, respectively. Especially, we observed the relation between welding residual stress distributed on the notch of gap in the root and external force in the incomplete penetration joint without edge preparation.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.1697-1702
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• 2008

The objective of the review is to introduce the evaluation method of welding joint designs by using forces extracted from FE models. This evaluation method is currently being used for the Southeastern Pennsylvania Transportation Authority (SEPTA) project in the United States by request of the customer Engineer. The evaluation method was applied to critical joints connected by Fillet or Partial Joint Penetration (PJP) welds in car body structure for SEPTA project. The additional manual analysis is required based on the fact that Technical Specification in the United States requires the Contractor to apply Complete Joint Penetration (CJP) welds to all structural connections in Car body. However, in the car body design for Septa project there are some areas where CJP welds are not applied due to structural and manufacturing problems.

• 대한조선학회논문집
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• 제39권3호
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• pp.81-88
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• 2002

용접구조물의 루트부는 외력에 의한 응력 집중에 의해 파손되기 쉽다. 따라서 구조물의 안전성 및 신뢰성 측면에서 홈 가공한 그루브 용접에 의한 완전용입 용접이 일반적으로 요구되어진다. 하지만 필릿 T-이음부 용접은 루트부의 갭과 같은 불완전 용입부를 만들어내기 쉬움에도 불구하고 홈 가공 시간 및 용접봉 소모량을 줄이기 위해 이러한 필릿용접이 자주 행해지고 있다. 따라서, 본 연구에서는 필릿 용접구조물의 플래이트(또는 플랜지)와 웨브 부분에 발생하는 용접잔류 응력과, 특히 불완전 용입에 의한 루트부 갭을 갖는 양면 T-이음부의 노치부분에 발생하는 잔류응력 분포를 해석하고자 하였다. 해석을 위해서 서브머지드 아-크 용접에 의한 단층 및 다층패스용접 모델을 선정하였으며, 열전도 및 열탄소성 이론을 고려한 유한요소 프로그램을 사용하였다.

• Journal of Power Electronics
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• 제16권4호
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• pp.1551-1564
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• 2016

The high penetration level of inverter-based distributed generation (DG) power plants is challenging the low-voltage ride-through requirements, especially under unbalanced voltage sags. Recently, a flexible injection of both positive- (PS) and negative-sequence (NS) reactive currents has been suggested for the next generation of grid codes. This can enhance the ancillary services for voltage support at the point of common coupling (PCC). In light of this, considering distant grid faults that occur in a mainly inductive grid, this paper proposes a complete voltage support control scheme for the interface inverters of medium or high-rated DG power plants. The first contribution is the development of a reactive current reference generator combining PS and NS, with a feature to increase the PS voltage and simultaneously decrease the NS voltage, to mitigate voltage imbalance. The second contribution is the design of a voltage support control loop with two flexible PCC voltage set points, which can ensure continuous operation within the limits required in grid codes. In addition, a current saturation strategy is also considered for deep voltage sags to avoid overcurrent protection. Finally, simulation and experimental results are presented to validate the effectiveness of the proposed control scheme.

• 한국산학기술학회논문지
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• 제10권10호
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• pp.2596-2601
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• 2009

후판의 맞대기 용접 시 용접부의 이면에 홈을 파는 가우징 작업은 숙련된 용접 작업과 그라인딩 작업을 필요로 한다. 기존의 가우징은 산소 아크 용접기를 이용하여 제거하고자 하는 부분을 용융시킨 뒤 고압 산소로 불어내는 방식으로 제거된 분진이 작업환경을 열악하게 하며 제거된 부분을 다시 그라인딩 작업으로 평탄화하는 후처리 작업이 필요하기 때문에 생산성을 크게 떨어뜨리고 있다. 이를 절삭에 의한 기계적 제거 작업으로 바꾸어 기존 용접법에 의한 가우징 작업의 단점을 보완하고 생산성을 향상시키고자 절삭 가우징 장치를 개발하고 실험하였다. 개발된 절삭 가우징 장치는 분당 재료제거량이 $13,565mm^3/min$으로 기존 용접법에 의한 가우징에 비해 작업효율이 약 3배 개선되었다. 또한 가공인건비가 1/3 수준으로 감소되는 것을 기대할 수 있으며 소음과 분진으로 인한 작업환경문제가 크게 개선됨을 확인하였다.

• Structural Engineering and Mechanics
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• 제68권4호
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• pp.475-483
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• 2018

Square tubular columns are commonly used in moment resisting frames, while through-diaphragm connection is the most typical configuration detail to connect the H-shaped beam to the column. However, brittle fracture normally occurs at the complete joint penetration weld between the beam flange and the through-diaphragm due to the stress concentration caused by the geometrical discontinuity. Accordingly, three improved types of through-diaphragm are presented in this paper to provide smooth force flow path comparing to that of conventional connections. Tensile tests were conducted on four specimens and the results were analyzed in terms of failure modes, load-displacement response, yield and ultimate capacity, and initial stiffness. Furthermore, strain distributions on the through-diaphragm, the beam flange plate, and the column face were comprehensively evaluated and discussed. It was found that all the proposed three types of improved through-diaphragm connections were able to reduce the stress concentration in the welds between the beam flange and the through-diaphragm. Furthermore, the stress distribution in connection with longer tapered through-diaphragm was more uniform.