• Journal of Welding and Joining
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• 제30권4호
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• pp.24-30
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• 2012

Laser welding by fiber laser accompanied by a lot of spatter and humping bead. This is because the deep and narrow keyhole usually form due to high beam quality. So the weld bead is formed defects, because the plasma jet with a high vapor pressure make the molten pool on keyhole wall scattered. For such a reason, unstable behavior of keyhole is difficult to monitor laser welding by using the laser induced plasma. Mostly, fiber laser welding of thick plates most be influenced by this effect. Therefore, fiber laser welding has been difficult to apply the sole. Thus, laser welding monitoring based on plasma measurements have much difficulty in measurements and analysis of signal. In this study, influence of the plasma emission signal according to welding speed and laser power in fiber laser welding analysed by using RMS and FFT analysis. We can verify that RMS value of the plasma emission signal changes with welding parameters in fiber laser welding, and aspect ratio greater than 1, the peak of FFT frequency had been moved in accordance with welding parameter.

• Steel and Composite Structures
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• 제42권2호
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• pp.209-219
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• 2022

Offshore platforms in seismically active areas must be designed to survive in the face of intense earthquakes without a global structural collapse. This paper scrutinizes the seismic performance of a newly designed and established jacket type offshore platform situated in the entrance of the Gulf of Suez region based on the API-RP2A normalized response spectra during seismic events. A nonlinear finite element model of a typical jacket type offshore platform is constructed taking into consideration the effect of structure-soil-interaction. Soil properties at the site were manipulated to generate the pile lateral soil properties in the form of load deflection curves, based on API-RP2A recommendations. Dynamic characteristics of the offshore platform, the response function, output power spectral density and transfer functions for different elements of the platform are discussed. The joints deflection and acceleration responses demands are presented. It is generally concluded that consideration of the interaction between structure, piles and soil leads to higher deflections and less stresses in platform elements due to soil elasticity, nonlinearity, and damping and leads to a more realistic platform design. The earthquake-based analysis for offshore platform structure is essential for the safe design and operation of offshore platforms.

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2010년도 추계학술발표대회
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• pp.1434-1437
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• 2010

본 논문은 철강공정을 위한 미들웨어 구조를 제시하였다. 제안된 미들웨어는 커널 코어, 철강공정에 필요한 각 서비스 기능, 응용 소프트웨어와의 연결을 유지하는 채널 매니저, 응용 소프트웨어의 서비스 요구를 처리하는 API 핸들러, 미들웨어 사용 API로 구성된다. 제안된 미들웨어는 분산환경을 지원하며, 산업체에서 주로 사용되는 운영체제들을 지원하도록 구현하였다. 제안된 미들웨어에 대해 각 서비스의 성능이 측정되었으나, 지면상 본 논문에는 동기 메시지 서비스, 타이머 서비스의 성능만을 제시하였다. 또한 제안된 미들웨어를 철강공정 중 하나인 열간압연공정에 적용한 결과, 기존 상용 미들웨어를 사용한 환경에 비해 응답시간 성능이 30-35% 향상하였음을 보였다.

• Journal of Welding and Joining
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• 제28권3호
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• pp.65-72
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• 2010

Some structural members of large-scale marine vessels such as large-scale offshore structures and very large container ships are assembled by very thick plates of which thickness exceeds 60mm. Also, high-tensile steels have been selected to meet the required structural strength and fatigue strength. Generally, multi-pass welding method such as FCA(Flux-Core Arc) welding has been used to join the thick plates. Considering the welding residual stresses, fatigue strength of the welded joints of thick plates should be assured since the residual stress influences the fatigue strength. This paper presents a numerical procedure to investigate the residual stress of structure joined by multi-pass FCA welding so that it can be incorporated into the fatigue strength assessment considering the effect of welding residual stress. The residual stress distribution is also measured by X-Ray diffraction method. The residual stress obtained by the computational model also has been compared with that of experiment. The results of FEA are in very good agreement with the experimental measurements.

• 한국산학기술학회논문지
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• 제19권4호
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• pp.69-76
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• 2018

본 연구에서는 유정용 강관의 열처리 조건 및 합금원소(B, Ti)에 따른 미세조직 및 기계적 성질을 조사하였다. 실험에는 J55, J55+B,Ti 강재를 사용하였고, 열처리 조건은 각각 오스테나이트 처리온도 ($880^{\circ}C$, $910^{\circ}C$, $940^{\circ}C$), 냉각방식 (수냉, 유냉), 템퍼링 온도 (미실시, $550^{\circ}C$, $650^{\circ}C$) 이다. 열처리 조건에 따라 얻어지는 미세조직을 예측하기 위해 J55, J55+B,Ti 강재의 화학적 성분을 기준으로 평형상태도와 CCT 곡선을 예측하였다. 시뮬레이션 결과 평형상태도는 A1, A3 온도가 약 $20^{\circ}C$ 감소하였고, CCT 곡선은 B, Ti이 첨가됨에 따라 ferrite와 bainite nose 부분이 오른쪽으로 이동하였다. J55, J55+B,Ti 강재의 CCT 곡선을 기준으로 냉각속도에 따른 martensite, bainite, ferrite등 예상되는 미세조직을 예측하였고, J55 강재의 미세조직 예측값은 실제 실험값과 유사한 양상을 나타내었지만. J55+B,Ti 강재의 예측값은 실제 실험값과는 차이가 있었다. 열처리 조건이 변화됨에 따라 martensite, bainite, ferrite 등 다양한 조직이 생성되었으며, 이는 경도, 강도 및 연신율에 밀접한 영향을 미쳤다. J55시편의 수냉의 경우 martensite 조직이 형성되었고, 유냉의 경우 bainite와 ferrite 조직이 형성되었지만, J55+B,Ti시편은 B의 첨가에 의한 경화능 향상으로 냉각방식에 관계없이 martensite 조직이 형성되었다. 전반적으로 B, Ti을 첨가하면서 기계적 성질은 향상되었고, quenching 이후의 시편보다 tempering 이후의 시편에서 크게 향상되었다. 이는 Ti의 첨가로 인해 생성된 미세한 석출물이 재결정시 결정립 성장을 억제하여 미세한 오스테나이트 결정립을 생성하였고, tempering 열처리 이후에도 결정립 미세화 효과가 큰 영향을 미친 것으로 판단된다.

• 에너지공학
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• 제18권1호
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• pp.56-62
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• 2009

본 연구에서는 X65강의 용접부에 전기화학적 방법으로 수소를 장입한 이후에, 소형펀치시험편을 사용하여 기계적 강도를 평가하고 파면을 분석하였다. 모재부의 경우와는 다르게 용접부에서는 수소장입정도에 따라 강도저하가 민감하게 나타나는 거동을 보였다. 수소장입시 전류밀도, 온도, 장입시간의 변화에 따라 강도 및 연신율 등의 기계적 성질이 민감하게 변화하였다. 특히, 전류밀도가 높고 장입시간이 길어짐에 따라서 강도의 저하가 크게 나타났으나, 상대적으로 전해질 온도의 영향은 비교적 작게 나타났다. 또한 주사전자현미경을 통해 관찰한 시험편의 파면에서 수소침투된 표면근처의 재료에서 취성파면이 발견되었으며, 이는 강도의 저하 거동과 일치되는 경향이다. 수소취화 거동 평가 연구를 위해 본 연구에서 채택한 시험시스템은 재현성이 높게 나타나고 있으며, 이 방법을 이용한 재료의 강도평가 결과 매우 높은 신뢰성을 보이고 있다. 따라서 소형펀치시험과 전기분극법을 이용함으로써 X65강 용접부의 수소취화에 의한 강도변화를 민감하게 평가할 수 있었다. 산출된 데이터의 통계적인 처리를 통해 강도변화값을 예측할 수 있었음도 보였다.

• 한국생산제조학회지
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• 제21권2호
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• pp.349-353
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• 2012

As the world wind energy market grows rapidly, the productions of wind power generation equipment have recently increased, but manufacturers are not able meet this requirement. Particularly offshore wind energy industry is one of the most popular renewable energy sectors. To generalize welding processes, the welding automation is considered for steel structure manufacturing in offshore wind energy to get high quality and productivity. Welding technology in construction of the wind towers is depended on progress productivity. In addition, the life of wind tower structures should be considered by taking account of the natural weathering and the load it endures. The root passes are typically deposited using Gas Tungsten Arc Welding(GTAW) with a specialized backing gas shield. Not only the validation consists of welders experienced in determining the welding productivity of the baseline welding procedure, but also the standard testing required by the ASME section IX and API1104 codes, toughness testing was performed on the completed field welds. This paper presents the welding characteristics of the root-pass welding of high tensile steel in manufacturing of offshore wind tower. Based on the result from welding experiments, optimal welding conditions were selected after analyzing correlation between welding parameters(peak current, background current and wire feed rate) and back-bead geometry such as back-bead width(mm) and back-bead height performing root-pass welding experiment under various conditions. Furthermore, a response surface approach has been applied to provide an algorithm to predict an optimal welding quality.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2004년도 추계학술발표대회 개요집
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• pp.141-143
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• 2004

The experimental simulation welds using 3kinds of 70ksi titania based flux-cored consumables were performed on 24 inches 24.6-thick API 5L Gr. B pipe with relatively high current, over 300A and four different Post Weld Heat Treaonent(PWHT) conditions at $625^{circ}C$ were applied to each consumable test coupon. It is well known that, in common welding processes such as Submerged Arc Welding(SAW) or Flux Cored A.c Welding(FCAW), the cooling rates in as-deposited weld bead are normally so ,apid that actual precipitation of microalloy carbonitrides, Nb(C,N) or V(C,N) is not likely to occur in the as-welded weld metal, however, during stress relief or PWHT the operation of precipitation can reduce the impact properties of the weld metal. As results of mechanical testing, it is concluded that PWHT at $625^{circ}C$ is detrimental to weld metal impact toughness of Ti-B type flux- cored (FC) welding consumables regardless of the amount of Nb and V, but two optima were exhibited, one at 800ppm Ti, 75ppm 5 and another 360ppm Ti, 54ppm 5.

• 한국안전학회지
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• 제17권4호
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• pp.5-10
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• 2002

For fitness-for-service evaluation of high temperature plant components with defects, crack growth life must be assessed properly as indicated in the recent draft of API 579 code. Type 308 stainless steel has been widely used as a field weld material in the petrochemical industry. In this study, creep crack data of type 308 stainless steel are collected and re-analyzed using $C_t$ as a characterizing fracture parameter. A unique da/dt versus $C_t$ relationship was obtained despite of difference of creep deformation constant of the reviewed materials and specimen geometry of the tested specimens. The obtained results can be employed for crack growth life assessment and fitness-for-service evaluation for the cracks in high temperature components. It is also argued that since the effect of creep properties and other material variability on the creep crack growth behavior would be minor the obtained model may be applied for most of the 308 stainless steels.

• Steel and Composite Structures
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• 제35권2호
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• pp.171-186
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• 2020

This paper aims at providing insights on the use of thermosetting liner for the repair of offshore pipelines exposed to corrosion and leakage. The work which covers both experimental and numerical approaches were aspired due to the high cost of repair for pipelines, limitations of thermoplastic material and limited study of reinforced thermosetting liner. The experiment involves a destruction test called the burst test, carried out on an API 5L X42 carbon steel pipe under four case studies, namely (i) intact pipe, (ii) pipe with corrosion defect, (iii) pipe with corrosion defect and repaired with thermosetting liner and (iv) pipe with leakage and repaired with thermosetting liner. The numerical simulation was developed to first validate the experimental results and later to optimize the design of the thermosetting liner in terms of the number of layers required to restore the original strength of the pipe. The burst test shows an improvement in 23% of the burst capacity for the pipe with corrosion defects, after being repaired with a three-layer thermosetting liner. The parametric studies conducted showed that with an addition of thermosetting layers, the burst capacity improves by an average of 1.85 MPa. In conclusions, the improvement in strength can be further increased with increasing thickness of the thermosetting liner. The thermosetting liner was also determined to fail first inside the host pipe.