• Title/Summary/Keyword: Heavy Plate

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Microstructure and CTOD (crack tip opening displacement) of Deposit Weld Metal in 30 mm Thick Plate

  • Lee Hae-Woo;Kim Hyok-Ju;Park Jeong-Ung;Kang Chang-Yong;Sung Jang-Hyun
    • Korean Journal of Materials Research
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    • v.14 no.9
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    • pp.642-648
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    • 2004
  • The microstructure and crack tip opening displacement (CTOD) of deposit weld metal were investigated for a 30 mm- thick plate welded with flux cored arc welding (FCAW) and submerged arc welding (SAW) processes. The CTOD test was carried out both as welded condition and as stress-relieved specimen by local compression. The crack growth rates in FCAW were faster than those in a SAW, and the acicular ferrite content by the SAW process was increased relatively more than that by the FCAW process. The fatigue crack growth rate in a welded specimen was faster than that in locally compressed specimen. The CTOD value of locally compressed specimens was lower than that of as welded specimen. Furthermore, the CTOD value tested with the SAW process was higher than that tested with the FCAW process.

Development of the Buckling Strength Assessment System based on Offshore Structure Design Code (해양구조물 설계코드에 기반한 좌굴강도 평가 시스템 개발)

  • Kim, Ul-Nyeon
    • Special Issue of the Society of Naval Architects of Korea
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    • 2017.10a
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    • pp.38-45
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    • 2017
  • FPSO is widely used to develop deep sea oil fields and HHI has constructed ten(10) FPSOs. During these constructions, relevant structural design criteria such as yielding, buckling, fatigue, collision and impact strength were applied to verify structural safety. To apply the buckling strength evaluation for structures, the critical buckling stresses and applied stresses of relevant panels should be calculated. The plate and stiffened panels are to be idealized, which are needed much time and efforts by designers. Therefore, program development is necessary in order to evaluate the buckling strength conveniently and accurately. In this study, the buckling strength assessment system by using offshore code, DNV-RP-C201 was developed under MSC/PATRAN, pre-post program of finite element method. Graphic user interface program is written in MSC/PATRAN PCL functions. Source program to evaluate the buckling strength is developed in FORTRAN programming languages. The developed program is verified by comparing with the results of the Nauticus Hull developed by DNV Classification Society, and applied to the marine construction project conducted by Hyundai Heavy Industries LTD.

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A Study on Chromium Electroplating of Piston Ring Groove's Surface (엔진피스톤링 홈의 크롬도금에 관한 연구)

  • 문경만
    • Journal of Advanced Marine Engineering and Technology
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    • v.19 no.2
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    • pp.47-55
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    • 1995
  • When the low heavy oil is using as fuel oil to the diesel engine, some problems such as corrosion resistance, wear resistance and heat resistance are happened in diesel engine's internal material, especially the adhesive wear of piston ring groove was occurred as a important problem. Therefore to prevent adhesive wear of its groove, the surface of its groove used to be electroplated with Chrominum and for its Chromium electroplating, Fe anode is being used until nowadays because of its Special shape. However in case of using Fe anode, there were some problems such as deterioation of solution, property of Chromium film, and condition of coation. In this paper Pb anode electroplated withPb to the steel plate was investigated for its Chromium electroplating for Pb's high corrosion resistance in acid solution, and Pb anode is not dissolved compared with Fe anode and deterioration degree of solution in case of Pb anode is smaller than that of Fe anode and also property of Chromium film was better than that of Fe anode. Moreover it was known that the optimum cathodic current density for Pb electroplating to steel plate as insoluable anode for Chromium coating of piston ring groove is 30mA/$cm^2$ by experimental results obtained.

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A Review on Practical Use of Simple Analysis Method based on SDOF Model for the Stiffened Plate Structures subjected to Blast Loads (폭발하중을 받는 보강판 구조물의 간이 해석법에 대한 실용성 검토)

  • Kim, Ul-Nyeon;Ha, Simsik
    • Journal of the Society of Naval Architects of Korea
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    • v.57 no.2
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    • pp.70-79
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    • 2020
  • The offshore installation units may be subjected to various accidental loads such as collision from supply vessels, impact from dropped objects, blast load from gas explosion and thermal load from fire. This paper deals with the design and strength evaluation method of the stiffened plate structures in response to a blast load caused by a gas explosion accident. It is a comprehensive review of various items used in actual project such as the size and type of the explosive loads, general design procedure/concept and analysis method. The structural analyses using simple analysis methods based on SDOF model and nonlinear finite element analysis are applied to the particular FPSO project. Also validation studies on the design guidance given by simple analysis method based on SDOF model have also considered several items such as backpressure effects, material behavior and duration time of the overpressure. A good correlation between the prediction made by simple analysis method based on SDOF model and nonlinear finite element analysis can be generally obtained up to the elastic limit.

Analysis of Strengthening Structures of Steel Manhole Cover (강재 맨홀뚜껑의 보강구조 해석)

  • Kim, Heung-Kyu;Yang, Young-Soo;Bae, Kang-Yul
    • Journal of Welding and Joining
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    • v.32 no.2
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    • pp.54-62
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    • 2014
  • Manhole cover, which is usually made of grey cast iron and consists of frame and cover, should have enough strength to support the heavy traffic load. The manhole cover made of cast iron has heavy weight to handle manually and is vulnerable to impact force with its brittle characteristics. Moreover, its production process of casting has been regulated in terms of environmental pollution. In this study, steel manhole cover is proposed to substitute the cast cover with a series of structural analyses to confirm its strength to support the test load for manhole cover. The cover of the proposed steel manhole cover is made of thin circular pate and stiffeners below the plate. Rectangular columns and hollow circular plate were selected for the shape of the stiffener. In order to give enough strength for the cover to behave within elastic range in the loading, strengthening structures of the cover were varied with increasing the number and the size of the stiffeners. The results of the analyses revealed that when both the hollow circular stiffener and cross stiffeners were additionally applied at the same time to the steel cover with longitudinal stiffeners, the maximum stress level in the cover could be reduced to that level presented in the cast cover.

A Study on the Optimum Design of Cargo Tank for the LPG Carriers Considering Fabrication Cost (건조비를 고려한 LPG 운반선 화물창의 최적설계에 관한 연구)

  • Shin, Sang-Hoon;Hwang, Sun-Bok;Ko, Dae-Eun
    • Journal of the Society of Naval Architects of Korea
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    • v.48 no.2
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    • pp.178-182
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    • 2011
  • Generally in order to reduce the steel weight of stiffened plate, stiffener spaces tend to be narrow and the plate gets thin. However, it will involve more fabrication cost because it can lead to the increase of welding length and the number of structural members. In the yard, the design which is able to reduce the total fabrication cost is needed, although it requires more steel weight. The purpose of this study is to find optimum stiffener spaces to minimize the fabrication cost for the cargo tank of LPG Carriers. Global optimization methods such as ES(Evolution Strategy) and GA(Genetic Algorithm) are introduced to find a global optimum solution and the sum of steel material cost and labor cost is selected as main objective function. Convergence degree of both methods in according to the size of searching population is examined and an efficient size is investigated. In order to verify the necessity of the optimum design based on the cost, minimum weight design and minimum cost design are carried out.

Thermal distortion analysis method for TMCP steel structures using shell element

  • Ha, Yun-sok;Rajesh, S.R.
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.1 no.2
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    • pp.95-100
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    • 2009
  • As ships become larger, thicker and higher tensile steel plate are used in shipyard. Though special chemical compositions are required for high-tensile steels, recently they are made by the TMCP (Thermo-Mechanical control process) methodology. The increased Yield / Tensile strength of TMCP steels compared to the normalized steel of same composition are induced by suppressing the formation of Ferrite and Pearlite in favor of strong and tough Bainite while being transformed from Austenite. But this Bainite phase could be vanished by another additional thermal cycle like welding and heating. As thermal deformations are deeply related by yield stress of material, the study for prediction of plate deformation by heating should niflect the principle of TMCP steels. The present study is related to the development of an algorithm which could calculate inherent strain. In this algorithm, not only the mechanical principles of thermal deformations, but also the initial portion of Bainite is considered when calculating inherent strain. Distortion analysis results by these values showed good agreements with experimental results for normalized steels and TMCP steels during welding and heating. This algorithm has also been used to create an inherent strain database of steels in Class rule.

An Experimental Study for the Wave Exciting Force of a Truss Spar (Truss Spar의 파강제력에 대한 실험적 연구)

  • JO HYO-JAE;GOO JA-SAM;CHOI HAN-SUK;PARK JU-YONG;OH TAE-WON;KIM BYUNG-WOO;HA MUN-KEUN
    • Journal of Ocean Engineering and Technology
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    • v.18 no.6 s.61
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    • pp.16-21
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    • 2004
  • This study presents the wave forces for spar platforms. The advantage of a spar platform is that it is easy to manufacture and has excellent to motion characteristics. It is important to precisely determine the wave force acting on spar platforms for their basic design of them. We measur the wave exciting force for both the classic spar and truss spar models, and accomplish the numerical calculation using diffraction theory. The results show that experimental values have good agreement with theoretical values. However it is difficult to accurately estimate the value considering the heave plate of truss spar due to the viscosity.

An Experimental Study for the Wave Exciting Force of a Truss Spar (Truss Spar의 파강제력에 대한 실험적 연구)

  • Jo, Hyo-Jae;Goo, Ja-Sam;Oh, Tae-Won;Kim, Byung-Won;Ha, Mun-Keun
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2002.10a
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    • pp.261-266
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    • 2002
  • This study presents the wave forces for spar platforms. The advantage of spar platform is that it is easy to manufacture and excellency to motion characteristics. It is important to estimate exactly wave force acting spar platforms for basic design of them. We measured the wave exciting force for classic spar and truss spar model, and accomplished the numerical calculation using diffraction theory. The results show that experimental values are good agreement with theoretical values. But it is difficult to estimate accurate value considering the heave plate of truss spar due to the viscosity.

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Analysis on Fracture Toughness of Ultra Heavy Thick EH36-TMCP Plate Welded Joint (조선용 극후물재 EH36-TMCP강의 파괴인성 해석)

  • Bang, Hee-Sun;Bang, Han-Sur;Joo, Sung-Min
    • Proceedings of the KWS Conference
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    • 2009.11a
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    • pp.93-93
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    • 2009
  • 본 연구에서는 EGW, FCAW 공정 적용에 따른 고강도 극후판 EH36-TMCP강 용접부의 역학적 거동 및 파괴인성 $K_{IC}$ 을 규명하기 위해, 먼저 열분포, 열탄소성 수치해석을 통하여 용접부의 역학적 거동(용접잔류응력, 소성변형율 등의 크기, 분포, 발생기구)을 고찰하였다. 그리고 이때 얻어진 잔류응력을 초기응력으로 하여, 잔류응력과 외력의 복합하중에 대한 파괴인성 $K_{Ic}$ 특성을 해석하였다. 용접공정별 균열이 존재하는 용접부의 파괴기준을 살펴보면, EGW용접부의 경우가 FCAW용접부의 경우에 비해 균열의 성장이 다소 용이하여 $K_{IC}$ 값이 다소 낮게 나타났다. EGW용접부의 파괴인성 $K_{IC}$ 경우 중첩된 경우(복합하중)가 순수 외력만 작용하는 경우보다 파괴 인성치가 다소 감소하는 경향을 보이고, a/W가 작을 경우 중첩의 경우가 순수 외력만의 경우보다 파괴인성치 차이가 크나, a/W가 증가함에 따라 그 차이가 점차 없어지는 것으로 나타났다. 반면, FCAW용접부의 경우 균열길이가 작은 범위에서는 중첩된 경우가 순수 외력만 작용 할 경우보다 파괴 인성치가 다소 증가함을 보이지만, a/W가 증가함에 따라 순수 외력만의 작용의 경우와 중첩의 경우의 파괴인성 차이가 없는 것으로 나타났다.

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