• 제목/요약/키워드: Weld Root

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SA508 Gr.3 노즐과 F316L 안전단 사이의 Alloy 82/182 용접부에 대한 기계적물성치 평가 (Evaluation of Mechanical Properties of Alloy 82/182 Weld Joint Between SA508 Gr.3 Nozzle and F316L Safe-End)

  • 김진원;이경수;박치용
    • 대한기계학회논문집A
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    • 제34권3호
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    • pp.333-340
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    • 2010
  • 본 논문은 Alloy 82/182를 용가재로 사용한 SA508 Gr.3 노즐과 F316L 스테인리스강 안전단 사이의 이종금속 용접부에서 상온의 인장물성치와 파괴물성치를 평가하였다. 이를 위해서 두 모재와 열영향부, 버터링부, 그리고 용접부 내의 각 위치에서 채취된 시편을 이용하여 인장시험과 J-R 시험을 수행하였다. 시험 결과 Alloy 82/182 용접 루터부가 상부에 비해 높 은 강도를 보였다. 용접 루터부에서는 항복강도와 인장강도가 위치에 따라 크게 변화하였다. 버터링 부분이 가장 낮은 강도를 보였으며, F316L 스테이리스강 인접부로 갈수록 강도가 증가하였다. 반면, 용접 상부에서는 위치에 따른 강도의 변화가 크지 않았다. Alloy 82/182 용접부는 모재와 열영향부에 비해 낮은 파괴인성을 보였다. Alloy 82/182 용접부 내에서는 용접부 중심이 용접 경계부와 버터링부에 비해 약간 낮은 파괴인성을 보였으며, 용접 루터부가 용접 상부에 비해 높은 파괴인성을 보였다.

강상판 종리브.바닥강판 응접연결부의 응력집중 (Stress Concentration of Longitudinal Rib to Deckplate Welded Joint in Orthotropic Steel Bridge Decks)

  • 장동일;최동호;최준혁;김도환
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1999년도 봄 학술발표회 논문집
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    • pp.343-350
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    • 1999
  • Orthotropic steel bridge decks are potentially liable to cause fatigue cracks due to weld defects, residual stresses, and in-plane or out-of-plane stresses. In particular, the cracks propagated through deckplate in longitudinal rib to deckplate joints occur at weld toe and weld root due to stress concentrations. Numerical parametric studies are performed to show the Influence of the parameters on the stress concentration at the connection between the longitudinal rib and the deckplate. The parameters include root gap, toe angle $\theta$, toe radius $\rho$, and weld penetration. This study provides a fundamental point for the improvement of fatigue resistance and the estimation of the fatigue crack propagation in wekded joint details.

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GMA 초층용접에서 이면비드 생성을 위한 최적용접조건의 선정 (Selection of an Optimal Welding Condition for Back Bead Formation in GMA Root Pass Welding)

  • 윤영길;김재웅;윤석철
    • Journal of Welding and Joining
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    • 제28권5호
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    • pp.86-92
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    • 2010
  • In GMAW processes, bead geometry is a criterion to estimate welding quality. Bead geometry is affected by welding current, arc voltage, welding speed, shielding gas and so on. Thus the welding condition has to be selected carefully. In this paper, an experimental method for the selection of optimal welding condition was proposed in the root pass welding which was done along the GMA V-grooved butt weld joint. This method uses the response surface analysis in which the width and height of back bead were chosen as the quality variables of the weld. The overall desirability function, which is the combined desirability function for the two quality variables, was used as the objective function for getting the optimal welding condition. Through the experiments, the target values of the back bead width and the height were chosen as 4mm and 1mm respectively for the V-grooved butt weld joint. From a series of welding test, it was revealed that a uniform weld bead can be obtained by adopting the optimal welding condition which was determined according to the method proposed.

교량용 후판 다층용접시 잔류응력과 변형에 미치는 루트간격의 영향 (Effects of Root Gap on Residual Stresses and Deformation in the Multi-Pass Weld of Thick Plates for Steel Bridge)

  • 장경복;김하근;강성수
    • Journal of Welding and Joining
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    • 제17권1호
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    • pp.88-96
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    • 1999
  • The effects of root gap on welding residual stress and deformation are dealt with the multi-pass weldment with three kinds(0, 6, 30mm) of root gap by F.E.M common code, and then compared with experiment data. In this analysis, an 100% ramp heat input model was used to avoid numerical convergence problem due to an instantaneous increase in temperature near the fusion zone, and the effect of a moving arc in a two dimensional plane was also included. During the analysis, a small time increment was applied in a period with instantaneous temperature fluctuation while a large time increment was used in the rest period. The residual stress is distributed as symmetric types and maximum value is also equivalent when the weldment with 0mm and 6mm root gap is welded. In the case of 30mm root gap welding, the distribution of the residual stress extends over a wide range as asymmetric types due to the built-up weld, and most of the residual stress is biased in the side of a built-up weld part. In case of 0mm gap welding and 6mm gap welding, a little angular distortion occurs, but the level of deformation is small. When the weldment with 30mm root gap is welded, the angular deformation of the asymmetric types, however, occurs larger than the other specimens. The experimental and the analytic results show good coincidence and indicate that the welding residual stress and deformation distribution of 30 mm root gap specimen may be asymmetric and the amplitude is larger than those of root gap specimen under standard.

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용접상세의 변화에 따른 용접이음부의 잔류응력에 관한 연구 (A Study on the Residual Stress in the Welded Joints with Different Details)

  • 임청권;박문호
    • 한국강구조학회 논문집
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    • 제10권4호통권37호
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    • pp.709-720
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    • 1998
  • 용접잔류응력의 모재두께방향을 포함하는 3차원 분포를 파악하기 위해, 용접상세를 변화시킨 필렛용접이음을 대상으로 해서 실험 및 해석을 수행하였다. 특히, 지금까지 계측이 곤란했던 필렛용접이음의 용접루트부의 잔류응력을 실측하였다. 파라메타로써는 용접입열량과 용접층수를 취급하고, 모재두께방향을 포함하는 3차원 잔류응력의 분포를 조사하였다. 그 결과, 입열량이 증가하면, 용접토우와 루트부를 포함하는 용접부에서는 잔류응력의 크기에 변화가 거의 없지만, 인장잔류응력의 영역이 크게 나타났다. 또 단층과 다층용접의 비교에서는, 다층용접 쪽이 단층용접보다 잔류응력이 상당히 낮음을 알 수 있었다. 용접부 근방의 인장잔류응력의 영역도 다층용접 쪽이 단층용접보다 작게 나타난 것을 알 수 있었다.

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Crude Oil Tanker 선저부 보강재 필렛 용접부 각장 설계에 관한 연구 (A Study on Design of Fillet Weld Size for Stiffener in the Hull Bottom of Crude Oil Tanker)

  • 강봉국;신상범;박동환
    • Journal of Welding and Joining
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    • 제32권1호
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    • pp.79-86
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    • 2014
  • The purpose of this study is to determine the proper fillet weld size for the stiffeners on hull bottom plate of crude oil tanker. To achieve it, the effective notch stress and hot spot stress of the fillet weld with leg length specified in the rule were evaluated by using comprehensive FE analyses. Based on the results, the fatigue damages at each location of weld were calculated. Meanwhile the transitional behavior of initial welding distortion in the hull bottom plate under the design conditions was investigated by using a non-linear FEA. Welding distortion and residual stress introduced during fabrication process were considered as initial imperfections. According to FE analysis results, if the fillet leg length satisfies the design criteria of the classification society, the concern on the root failure at the fillet welds in the bottom hull plate during the design life can be negligible. In addition, considering the transitional behavior of the distortion during the service life, the fillet leg length should be minimized.

회전아크를 이용한 수평필릿 용접에 관한 연구 (I) - 공정변수와 용접비드형상의 관계 - (A Study on Horizontal Fillet Welding by Using Rotating Arc (I) - Relation Between Welding Parameters and Weld Bead Shape)

  • 김철희;나석주
    • Journal of Welding and Joining
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    • 제21권3호
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    • pp.40-45
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    • 2003
  • The high-speed rotating arc process forms a flat bead surface with decreased penetration depth because the molten droplets are deflected by centrifugal force. Therefore the rotating arc welding for horizontal fillet welding increases the leg length with the increase of rotation frequency and prevents the deflection of weld bead and overlap. In this study, the relationship between the welding parameters and the weld bead shape - leg length and undercut - are investigated experimentally. Consequently, the weld quality could be improved by rotating arc welding, and sound weld bead was achieved when applied to horizontal fillet welding with 4mm gap by avoiding the undercut which is inevitable for the conventional GMA welding methods.

A V­Groove $CO_2$ Gas Metal Arc Welding Process with Root Face Height Using Genetic Algorithm

  • Ahn, S.;Rhee, S.
    • International Journal of Korean Welding Society
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    • 제3권2호
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    • pp.15-23
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    • 2003
  • A genetic algorithm was applied to an arc welding process to determine near optimal settings of welding process parameters which produce good weld quality. This method searches for optimal settings of welding parameters through systematic experiments without a model between input and output variables. It has an advantage of being able to find optimal conditions with a fewer number of experiments than conventional full factorial design. A genetic algorithm was applied to optimization of weld bead geometry. In the optimization problem, the input variables were wire feed rate, welding voltage, and welding speed, root opening and the output variables were bead height, bead width, penetration and back bead width. The number of level for each input variable is 8, 16, 8 and 3, respectively. Therefore, according to the conventional full factorial design, in order to find the optimal welding conditions, 3,072 experiments must be performed. The genetic algorithm, however, found the near optimal welding conditions from less than 48 experiments.

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Fatigue performance of rib-roof weld in steel bridge decks with corner braces

  • Fu, Zhongqiu;Ji, Bohai;Wang, Yixun;Xu, Jie
    • Steel and Composite Structures
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    • 제26권1호
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    • pp.103-113
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    • 2018
  • To study the effects of corner braces on fatigue performance of the U-rib and roof weld in steel bridge decks, the fatigue experiment was carried out to compare characteristics of the crack shape with and without corner braces. The improvement of fatigue life and stress variation after setting corner braces were also analysed. Different parameters of corner brace sizes, arrangements, and detail types were considered in the FEM models to obtain stress distribution and variation at the weld. Furthermore, enhancement of the fatigue performance by corner braces was evaluated. The results demonstrated that the corner brace could improve the fatigue life of the U-rib and roof weld, which exerted even no influence on the crack shape. Moreover, stress of the roof weld was decreased and the crack position was transferred from the root weld to U-rib and corner brace weld. It was suggested no weld scallop should be drilled on the corner brace. A transverse rib with lower height which was set between U-ribs was favourable for improvement of fatigue performance.

루트부 갭이 있는 양면 필릿용접 이음부의 용접잔류응력 분포 (Distribution of Welding Residual Stresses in T-joint Weld with Root Gap)

  • 방한서;김성환;김영표;이창우
    • 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.