• Journal of the Computational Structural Engineering Institute of Korea
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• v.34 no.5
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• pp.279-286
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• 2021

In this study, we investigated the behavior characteristics of the L-type flange bolt connection, which is used to connect upper and lower flanges having L-type ring sections, by bolts. This connection is mainly used in domestic wind turbine structures, wherein it is a vital component as any imperfection could cause the collapse of the entire structural system. Therefore, understanding the behavior characteristics of the L-type flange bolt connection is imperative. In this study, the connection's response to external force was simulated using finite element (FE) analysis and the FE model was idealized to behave as a single L-type bolt flange. The variation in the bolt tension and the L-type flange stress were analyzed to understand the behavior characteristics of the connection. Moreover, the bolt-load function models proposed by Petersen, Schmidt/Neuper and VDI 2230, theoretically expressing a relation between bolt tension and external force, were compared to evaluate the suitability of the FE analysis and analyze the significant behavior characteristics of the connection. Furthermore, the changes in the bolt-load curve due to the variations in the partial dimensions of the L-type flange bolt connection were analyzed.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.1
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• pp.73-80
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• 2022

In this study, details of NRC beam-column connections were developed in which beam and columns pre-assembled in factories using steel angles were bolted on site. The developed joint details are NRC-J type and NRC-JD type. NRC-J type is a method of tensile joining with TS bolts to the side and lower surfaces of the side plate of the NRC column and the end plate of the NRC beam. NRC-JD type has a rigid joint with high-strength bolts between the NRC beam and the side of the NRC column for shear, and with lap splices of reinforcing bar penetrating the joint and the beam main reinforcement for bending. For the seismic performance evaluation of the joint, three specimens were tested: an NRC-J specimen and NRC-JD specimen with NRC beam-column joint details, and an RC-J specimen with RC beam-column joint detail. As a result of the repeated lateral load test, the final failure mode of all specimens was the bending fracture of the beam at the beam-column interface. Compared to the RC-J specimen, the maximum strength of the specimen by the positive force was 10.1% and 29.6% higher in the NRC-J specimen and the NRC-JD specimen, respectively. Both NRC joint details were evaluated to secure ductility of 0.03 rad or more, the minimum total inter-story displacement angle required for the composite intermediate moment frame according to the KDS standard (KDS 41 31 00). At the slope by relative storey displacemet of 5.7%, the NRC-J specimen and the NRC-JD specimen had about 34.8% and 61.1% greater cumulative energy dissipation capacity than the RC specimen. The experimental strength of the NRC beam-column connection was evaluated to be 30% to 53% greater than the theoretical strength according to the KDS standard formula, and the standard formula evaluated the joint performance as a safety side.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2011.11a
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• pp.171-172
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• 2011

Green column and green beam, key structural members of green frame, have the characteristics of post-lintel structure, thanks to the steel frame in the connection, enabling prompt and precise installation. The connection of green frame can be divided into 4 types, depending on its shape, and each type is associated with different characteristics and construction methods. Notably, as the connection between green columns have differing types and sequences of work, subject to the connection method in use, a connection method optimized for relevant site conditions need to be selected. Therefore, this study analyzed pros and cons of 4 different types of green frame connection methods. The results set forth herein will provide basic data for subsequent studies to comparatively analyze the performance and constructibility of different green frame connection methods.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2001.04a
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• pp.363-366
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• 2001

Many joint parts by welding are found in the compression vessels, ship structures, pipings, heat exchangers, etc. Before their welding, steel plate cutting in a required form is very important. But because of the present CAD system's capability, unless otherwise expensive general CAD system is equipped, the efficiency or the accuracy of the cutting work can not be achieved easily. In order to get over this sort of problems, application-specific software that is limited on for the development view of the joint parts in those sort of facilities mentioned before was developed in this study.

• Journal of Ocean Engineering and Technology
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• v.16 no.1
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• pp.71-75
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• 2002

대형 시추구조물의 건조는 보통 드라이도크에서 하거나, 해양에서 선체와 데크를 접합하는 방법을 사용한다. 그러나 적당한 해양 접합장소가 없거나 드라이도크의 공간부족으로 현대중공업에서는 드라이도크나 해양에서의 접합건조 대신 부유식 시추구조물을 지상에서 조립하는 방법을 채택하게 되었다. 현대중공업에서는 세 가지 단계를 통해 지상 데크조립을 수행하였다. 첫 번째는 네 개의 철골구조 리프팅타워 상에서 유압리프팅시스템을 이용하여 데크를 지상으로부터 38m 들어올린다. 두 번째는 마찰을 줄이기 위해 윤활제가 칠해진 합성 플라스틱으로 싸인 미끄럼틀(Skidway)을 이용하여 두 개의 6000톤 짜리 하부구조를 데크 아래로 끌어 들인다. 마지막 단계로 데크와 하부구조를 단단히 결합시킨다. 이 과정에 2주일이 소요되었으며 일련의 작업을 거쳐 중량 25,500톤급의 Deepwater Nautilus (RBS-8M) 시추선을 무사히 바다 위로 인도하였다. RBS-8M의 데크결합에 Super Lift를 적용하여 성공시킨 사례를 통해 현대중공업의 초대형 시추구조물 건조방식이 이상적이고, 작업 공기나 원가 측면에서 우위가 있음을 시사하고 있으며 이렇게 건조작업의 대부분을 지상에서 수행한 과정을 통해 작업관리, 품질관리, 일정관리에도 좋은 결과를 가져올 수 있었다.

• Proceedings of the KIEE Conference
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• 2003.07c
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• pp.1914-1916
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• 2003

최근 PDMS를 이용한 미세구조물의 제작을 통한 LOC(lap-on-a-chip) 개발에 대한 연구가 많이 진행되고 있다. 본 연구에서는 PDMS와 여러기판(유리와 실리콘) 사이의 접합 공정에 관한 연구를 하였으며, 특히 PDMS 표면의 물리적, 화학적 변화와 접합 특성과의 관계를 고찰하였다. $O_2$ 플라즈마를 사용하여 표면 처리된 기판의 표면에너지를 접촉각 측정방식으로 측정하였다. 또한 XPS를 이용하여 표면의 화학조성 변화 관찰하였으며, AFM으로 플라즈마 도즈량에 따른 표면 거칠기를 조사하였다.

• Journal of the Korean Vacuum Society
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• v.6 no.4
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• pp.326-336
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• 1997

From the concept that the ion implantation-induced defect is one of the major factors in determining source/drain junction characteristics, high quality ultra-shallow $p^+$-n junctions were formed through the control of ion implantation-induced defects in silicon substrate. In conventional process of the junction formation. $p^+$ source/drain junctions have been formed by $^{49}BF_2^+$ ion implantation followed by the deposition of TEOS(Tetra-Ethyl-Ortho-Silicate) and BPSG(Boro-Phospho-Silicate-Glass) films and subsequent furnace annealing for BPSG reflow. Instead of the conventional process, we proposed a series of new processes for shallow junction formation, which includes the additional low temperature RTA prior to furnace annealing, $^{49}BF_2^+/^{11}B^+$ mixed ion implantation, and the screen oxide removal after ion implantation and subsequent deposition of MTO (Medium Temperature CVD oxide) as an interlayer dielectric. These processes were suggested to enhance the removal of ion implantation-induced defects, resulting in forming high quality shallow junctions.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.9-12
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• 2008

The semi-rigid joint is the shape of middle that can supplement the defect of pin joints and accept the good point of rigid joints. Recently, a study on the pin joints is activated in the country, but because the study on semi-rigid joints is not many, this study tried to prove with producing test model of three shape. The test models are rigid joint HI-R, semi-rigid joint HI-S, pin joint HI-P. As a result of the test, respectively HI-R, HI-S, HI-P appeared shear failure of joint, flexure failure of the top fixing, flexure failure of the lower part slipping stair slab, and the maximum strength is measured to 51.74, 51.4, 24.63kN, the stiffness is appeared 1.58, 1.19, 0.37 respectively, The yield strength is respectively kept 44.5, 47.3, 24kN, and ductility ratio is appeared to 3.31, 2.32, 1.54, when is based on KBC code, sag of the acting service load is appeared that HI-P model is over the standard. When is based on distribution of bars strain ratio, HI-S seems similar behavior incipiently, but after the yield, the semi-rigid joint was able to be judged better than pin joint because of the stress allotment of joint internal elements.

• Journal of the Earthquake Engineering Society of Korea
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• v.7 no.3
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• pp.69-77
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• 2003

This paper presents test results on eight reduced beam section(RBS) steel moment connections. The testing program addressed bolted versus welded web connection and panel zone(PZ) strength as key variables, Specimens with medium PZ strength were designed to promote energy dissipation from both PZ and RBS regions such that the requirement for expensive doublet plates could be reduced. Both strong and medium PZ specimens with a welded web connection were able to provide satisfactory connection rotation capacity for special moment-resisting frames. On the other hand, specimens with a bolted web connection performed poorly due to premature brittle fracture of the beam flange of the weld access hole. If fracture within the beam flange groove weld was avoided using quality welding, the fracture tended to move into the beam flange base metal of the weld access hole. Plausible explanation of a higher incidence of base metal fracture in bolted web specimens was presented. The measured strain data confirmed that the classical beam theory dose not provide reliable shear transfer prediction in the connection. The practice of providing web bolts uniformly along the beam depth was brought into question. Criteria for a balanced PZ strength improves the plastic rotation capacity while reduces the amount of beam distortion ore also proposed.

• Proceedings of the KWS Conference
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• 2009.11a
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• pp.117-117
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• 2009

저항 점 용접 시스템은 SCR 방식과 Inverter 방식으로 나뉘어지는데 현재 공급전원의 안정화 및 고속의 제어가 가능한 Inverter 방식으로 점차 변해가는 추세이다. 이러한 추세에 따라 기존 SCR 방식에서는 구현하기 힘들었던 고속의 전류제어가 요구되고 있으며 여러 제어 알고리즘들이 적용되고 있다. 일반적으로 전류를 제어하기 위해 PI제어 알고리즘이 많이 사용되고 있다. PI제어보다 좀더 반응이 빠르고 정밀한 제어 알고리즘의 적용이 시도되고 있지만 실질적으로 현장에 적용하여 활용하기에 어려움이 있어 PI제어가 많이 선호되고 있다. 일반적으로 용접전류의 제어는 일정한 전류를 공급할 수 있게 하는 것이 주요하지만 저항 점 용접 시스템에서는 일정한 전류의 공급 이외에 목표 전류까지 도달하는 응답시간 또한 주요한 사항으로 작용하고 있다. 이는 짧은 통전시간으로 인해 응답성에 따라 입열량의 차이가 나타나기 때문이다. 응답시간이 느릴수록 그만큼 전류의 공급이 적어지고 이로 인해 입열량이 감소하게 된다. 국내의 Inverter 방식의 경우 응답시간이 15ms 이상이지만, 해외 선진 제품의 경우 10ms 이하의 응답시간을 가져 크게는 1cycle(16.6ms)의 차이가 나고 같은 용접전류 조건에서도 용접성의 차이가 나타나게 된다. 본 연구에서는 응답시간에 따른 용접성의 변화와 응답시간 제어의 필요성을 확인하기 위해 PI제어기를 응답시간에 따라 설계하고 이를 자체 제작한 Inverter DC 저항 점 용접기에 적용하여 용접실험을 실행하였다. 용접소재로는 현 자동차용 강판 소재인 SPFC590, 1mmt를 사용하였고 인장 및 단면시험을 통해 용접성을 비교하였다. 또한 각각의 로브곡선을 도출하고 비교하여 응답시간에 따른 용접성의 차이를 확인하였다.