• Journal of Welding and Joining
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• v.5 no.3
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• pp.1-10
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• 1987

용접과정에 필요한 데이타를 신속하게 얻을 수 잇는 용접데이타 시스템(1)을 개발하였다. 용접데이타 시스템은 철강재료의 용접에 적용할 수 있고 관계형 데이타베이스 시스템을 채택하고 있으며 용접 데이타베이스, dBASE 3 PLUS 및 응용 프로그램으로 구성되어 있다. 용접데이타는 용접법, 모재, 용접재료, 이음부 형상, 용접시공 데이타를 수록하고 있으며, 응용프로그램은 데이타의 신규입력, 수정, 삭제, 검색의 4부분으로 구성되어 있고 사용자의 편의를 위해 I/O format program과 graphic 처리를 위한 BASIC 프로그램이 포함되어 있다. 프린터로의 출력은 현장에서 이용 가능한 PQR의 형태를 취하고 있다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.2A
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• pp.113-120
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• 2010

The use of Concrete filled circular hollow steel section (CFCHS) members in bridge design is a relatively new concept. The most important part of the design and durability of such structures is the design and the construction of the joints. In the design of recently constructed steel-concrete composite bridges using CFCHS truss girders for the main load carrying structure, the fatigue verification of the tubular spatial truss joints was a main issue. Welded CFCHS joints are very sensitive to fatigue because the geometric discontinuities of the welds lead to a high stress concentration. New research done on the fatigue behaviour of such joints has focused on CFCHS N-joints, directly welded, with finite element analysis method. A commercial software, ABAQUS, is adopted to perform the finite element analysis on the N-joints. This paper is main focused on these topics, including hot spot stress.

• Proceedings of the KWS Conference
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• 2004.05a
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• pp.261-263
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• 2004

상용차의 다양한 모델의 변화에 따른 여러 가지 용접부의 이음형태를 가지는 차체부품이 요구됨에 따라 생산성 향상을 위해 용접재의 두께별, 형태별 용접조건의 최적화가 시급히 요구된다$^{1.2)}$ . (중략)

• 월간 기계설비
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• s.114
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• pp.27-32
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• 2000

• Proceedings of the KWS Conference
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• 2009.11a
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• pp.63-63
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• 2009

최근 연비 향상 및 배기가스 저감을 위한 친환경 경량 굴삭기에 대한 연구가 활발히 진행되고 있다. 이러한 시도는 굴삭기의 소재의 강도를 490MPa급에서 700MPa급으로 고강도화를 통하여 작업장치의 경량화를 도모하고 있다. 본 연구에서는 중장비용 고강도 열연강재로 재발중인 ATOS70강재의 기본 용접성 및 GMAW 용접부 특성을 검토하였다. 사용한 시험재는 현장시험재인 14~16mmt두께의 ATOS70강재를 사용하였고, 용접경화성 및 저온균열감수성을 평가하였다. 또한 GMAW 용접을 실시하여 용접부의 이음부 특성을 검토하였다. 14mmt 두께의 ATOS70강재의 탄소당량은 약 0.44수준이고, 모재 인장강도는 약 760MPa급 수준을 보였다. 한편 최고경도시험에 의한 용접부 최도경도는 약 300Hv 수준을 보였으며, 경사 y-groove구속시험에 의한 14mmt두께의 한계예열온도는 상온이었다. 한편 GMAW 용접부 인장시험결과 740MPa급 이상의 인장강도를 확보하였고, $-5^{\circ}C$ 용접부 Charpy 충격시험결과 48J 이상의 충격인성을 나타내었다.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.34 no.5
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• pp.561-565
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• 2010

Stainless steel sheets are widely used as structural materials for the manufacture of railroad cars and commercial vehicles. These kinds structures used stainless steel sheets are commonly fabricated by using the gas welding. For the fatigue design of gas welded joints such as fillet joints and plug joints, it is necessary to obtain information on the stress distribution at the weldment and the fatigue strength of the gas welded joints. Moreover the influence of the geometrical parameters corresponding to the gas welded joints on the stress distribution and fatigue strength must be evaluated. ${\Delta}P-N_f$ curves were obtained from the data recorded in fatigue tests. Using these results, the ${\Delta}P-N_f$ curves were rearranged according the relation between $\Delta\sigma-N_f$ and the maximum stress at the edge of the fillet welded joint.

• Proceedings of the KSME Conference
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• 2003.11a
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• pp.1103-1108
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• 2003

The fatigue strength of welded joint is influenced by the welding residual stress which is relaxed depending on local stress distributed in vicinity of stress raisers, eg. under cut, overlap and blow hole. To evaluate its fatigue life the geometry of the stress raisers and the welding residual stress should be taken into account. The several methods based on notch strain approach have been proposed in order to consider the two factors above mentioned. These methods, however, have shown considerable differences between analytical and experimental results. It is due to the fact that the amount of the relaxed welding residual stress evaluated by the cyclic stress-strain relationship do not correspond with that occurred in reality. In this paper the residual stress relaxation model based on experimental results was used in order to reduce the discrepancy of the estimated amount of the relaxed welding residual stress. Under an assumption of the superimposition of the relaxed welding residual stress and the local stress, a modified notch strain approach was proposed and verified to the cruciform welded joint.

• Journal of Korean Society of Steel Construction
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• v.27 no.6
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• pp.513-523
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• 2015

In steel moment frames constructed of H-shapes, strong-axis moment connections should be used for maximum structural efficiency if possible. And most of cyclic seismic testing, domestic and international, has been conducted for strong-axis moment connections and cyclic test data for weak-axis connections is quite limited. However, when perpendicular moment frames meet, weak-axis moment connections are also needed at the intersecting locations. Especially, both strong- and weak-axis moment connections have been frequently used in domestic practice. In this study, cyclic seismic performance of RBS (reduced beam section) weak-axis welded moment connections was experimentally investigated. Test specimens, designed according to the procedure proposed by Gilton and Uang (2002), performed well and developed an excellent plastic rotation capacity of 0.03 rad or higher, although a simplified sizing procedure for attaching the beam web to the shear plate in the form of C-shaped fillet weld was used. The test results of this study showed that the sharp corner of C-shaped fillet weld tends to be the origin of crack propagation due to stress concentration there and needs to be trimmed for the better weld shape. Different from strong-axis moment connections, due to the presence of weld access hole, a kind of CJP butt joint is formed between the beam flange and the horizontal continuity plate in weak-axis moment connections. When weld access hole is large, this butt joint can experience cyclic local buckling and subsequent low cycle fatigue fracture as observed in this testing program. Thus the size of web access hole at the butt joint should be minimized if possible. The recommended seismic detailing such as stickout, trimming, and thicker continuity plate for construction tolerance should be followed for design and fabrication of weak-axis welded moment connections.

• Journal of Welding and Joining
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• v.10 no.4
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• pp.259-267
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• 1992

In this report, a method to predict the fatigue strength in welded structure member of ship construction is studied considering the effects of statistical characteristics of mild steels and weld toe shapes on the fatigue crack initiation life. The fatigue test under pulsating bending load is carried out with the model specimens of the web frame in double bottom of ship hull. The propriety of the fatigue life curve with probability of failure in the transverse strength members of ship hull construction is confirmed by the comparison with the results of fatigue test on the model of the various transverse strength members.

• Proceedings of the Materials Research Society of Korea Conference
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• 2009.05a
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• pp.41.2-41.2
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• 2009

최근 자동차 시장에서는 레이저 열처리에 대한 관심이 집중되고 있다. 이는 현재까지 사용되어 왔던 점용접에 비해 이음부 형상에 제한이 적고 자유도가 높으며 짧은 시간내에 용접을 마쳐 열변형의 문제가 적기 때문이다. 이러한 이점 때문에 자동차 시장의 기술개발 동향이 차체 부품의 경량화와 원가절감을 위한 신기술 개발로 레이저 가공 기술을 접목시키고 있으며 이러한 신공정 개발은 지속적으로 확대되어 가고 있는 추세이다. 본 실험에서는 차체 접합을 위하여 신기술로 대두 되고 있는 레이저 용접법으로 박판을 접합하였다. 실험 조건은 동일한 재료 두 판을 합쳐 전력량을 변화시켰으며, 전력량의 한 조건을 잡아 용접 속도에 변화를 주었다. 용접 샘플의 물성을 평가하기 위하여 제품 내부의 구조를 비파괴 시험법을 통하여 분석하여 내부적 결함 및 내부 구조를 관찰하고, 열영향부 및 용접부 내부의 조직을 관찰하여 신기술에 대해 재료적 물성을 평가하고자 한다. 평가방법은 산업용 단층 촬영기(CT X-RAY)를 이용하여 재료를 파괴하지 않고 용접상태에 따른 내부구조를 분석하였으며, 용접부, 열영향부 그리고 모재 부분에 대해 경도를 측정하여 용접조건에 따른 경도양상을 관찰하였다. 또한 부위별로 조직을 관찰하여 재료 내부의 상을 관찰하였다.