• Journal of Welding and Joining
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• 제26권5호
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• pp.49-59
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• 2008

Hastelloy C-276, corrosion resistant alloy at high temperature, is used in chemical plant and power generation industry. In this study, process parameter of laser welding for welding property in Hastelloy C-276 using a continuous wave Nd:YAG laser was studied. As the result of experiment, laser welding did not show segregation or crack at heat affected zone compared to conventional GTWA welding. The melting zone showed cell dendritic structure along with welding line. In addition, planer front solidification is occurred from welding structure, and it was progressed to cellular solidification. Optimal process parameter for butt welding was 1.2kW and 2.0 m/min for laser power and welding speed, respectively. While heat input, output density, tensile stress, and longitudinal strain was $441.98{\times}103$ J/cm2, $29.553{\times}103$ W/cm2, 768 MPa, and 0.689, respectively. Lap welding of the same material showed greater discrepancy in tensile property during 1 line and 2 line welding. For 1 line welding, tensile stress was about 320 MPa, and 2 line showed slightly larger tensile stress. However, strain was decreased by 20%. From this result, lap welding of the same material, Hastelloy C-276, with 2 line welding is considered to be more effective process than 1 line welding with consideration of mechanical property.

• 한국가스학회지
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• 제8권1호
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• pp.1-6
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• 2004

선박용 열교환기의 냉각수로 사용되고 있는 해수의 입구온도는 스팀터빈콘덴서의 경우 약 $25^{\circ}C$이고 출구온도는 약 $60^{\circ}C$이며, 오일쿨러의 경우 출구온도는 약 $40^{\circ}C$이다. 이러한 해수의 온도 변화는 열교환기 세관재의 부식특성에 크게 영향을 미친다. 그러므로 부식손상을 최소화하면서 열교환 효율을 최대로 유지할 수 있는 냉각용액의 온도설정은 매우 중요하다. 따라서 본 연구에서는 $3.5\%$ NaCl + $0.1\%\;NH_4OH$ 수용액의 유동하에서 선박용 열교환기 세관재로 사용되고 있는 Al-황동의 분극 및 응력부식균열 실험을 실시하여 분극특성, 응력부식균열거동 및 탈아연특성에 미치는 용액의 온도의 영향에 대하여 고찰하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제12권6호
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• pp.249-256
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• 2008

해양콘크리트 구조물의 내구성은 염분의 침투와 확산에 의해 심하게 저하한다. 이로 인해 많은 연구자들이 해양구조물에 대한 내구성을 향상시키기 위한 연구를 수행하여 왔다. 이 연구에서는 광물질 혼화재, 코팅철근, 부식억제제를 사용한 휨 부재에 대하여 4점 휨 시험을 수행함으로써 휨 거동을 비교 평가하고 해양구조물로의 적용성을 검토하였다. 결과에 따르면, 광물질 혼화재와 부식억제제는 초기균열 안전성과 휨 저항에 효율적인 것으로 나타났다. 내구성 재료를 사용하여도 동일 휨 모멘트 구간에서의 인장철근 응력 변화는 적고 부재도 안정된 거동을 보인다. 또한, 내구성 재료를 사용한 부재의 균열간격도 크지 않게 나타났다.

• 한국세라믹학회지
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• 제42권8호
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• pp.554-560
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• 2005

The engineering ceramic needs the properties of high strength, hardness, corrosion-resistance and heat-resistance in order to withstand thermal shock or applied nonuniform stresses without failure. The densely coated porous ceramics can be used for machine component, electromagnetic component, bio-system component and energy-system component by their high-performances from superior coating properties and light-weight characteristics due to the structure including pore by itself. In this study we controlled the porosity of silica and alumina, $8.2\~25.4\%$ and $23.4\~36.0\%$, respectively, by the control of sintering temperature and starting powder size. We made bilayer structures, consisting of a transparent glass coating layer bonded to a thick substrate of different porous ceramics by a thin layer of epoxy adhesive, facilitated observations of crack initiation and propagation. The elastic modulus mismatch could be controlled using different porous ceramics as the substrate layer. Then we applied 150 N force using WC sphere with a radius of 3.18 mm by Hertzian indentation. As a result, the crack initiation in the coating layer was delayed at lower porosity in the substrate layer, and the damage in the coating layer was relatively smaller at the bilayer structure coated on higher elastic substrate.

• 한국세라믹학회지
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• 제41권1호
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• pp.69-75
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• 2004

인공치아용 3Y-TZP와 (Y,Nb)-TZP/$Al_2O_3$ 복합체를 유사 구강분위기인 인공타액 하에서 500-3000N의 하중 조건으로 $10^6$ 횟수까지 헤르찌안 반복하중 피로특성을 조사하였다. 500N의 하중에서 $5{\times}10^5$까지 반복피로 실험결과, 강도 저하 및 균열 현상은 관찰되지 않았다. 피로특성은 SY-TZP가 (T,Nb)-TZP/$Al_2O_3$ 복합체보다 상전이에 의한 응역회복 때문에 우수하였다. 하중값이 증가함에 따라 링 균열에서 방사상 균열로 전이되었을 때 급격한 강도 저하 현상이 발생하였다. 강도 저하 현상은 유사 구강 분위기하에서 반복 하중 접촉 시 발생한 균열을 통해 침투한 인공타액의 화학적 침식으로 더욱 가속화 되었다.

• 한국구조물진단유지관리공학회 논문집
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• 제19권4호
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• pp.136-143
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• 2015

용융아연도금(galvanizing)은 콘크리트 구조물의 철근 부식 문제를 해결하기 위해 사용된다. 용융아연도금 철근 콘크리트 보의 부착강도 영향에 대한 자료는 거의 없는 실정이다. 따라서, 이 연구의 목적은 용융아연도금철근이 콘크리트 보의 부착강도에 미치는 영향을 파악하는데 있다. 용융아연도금철근을 사용한 부재와 일반철근을 사용한 부재의 구조실험을 통하여 겹침이음 거동과 부착강도 특성을 비교하였다. 실험변수로써 철근의 용융아연코팅 유무, 철근 직경과 겹침이음 길이를 고려하였다. 용융아연도금 철근콘크리트 보의 균열 및 파괴 특성을 파악하였다. 용융아연도금철근 콘크리트 보의 겹침이음부 휨 거동특성은 일반철근 콘크리트 보의 겹침이음부 휨거동과 유사한 것으로 나타난다. 또한, 용융아연도금철근의 사용은 일반철근을 사용할 때에 비해 콘크리트 보의 부착강도에 불리한 영향을 미치지는 않는 것으로 나타났다.

• 한국해양공학회지
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• 제13권3호통권33호
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• pp.68-76
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• 1999

The welding residual stresses produced by the welding frequently caused a crack and promote stress corrosion etc. in HAZ(heat affected zone) contained with external load and weakness of material. Therefore, PWHT(post welding heat treatment) is widely used to reduce wekdubg residuss, to relax hardening of heat affected zone and to get rid of impurity. In this study, in order to define the effect on shappes of T-welded joint, during the post welding heat treatment, we have carried out numerical analyses on the several test pieces by using computer program which was based on thermal-elasto-plato-plasto-creep theories for the study. The main results obtained form this study is as follows: 1) The mechanical difference for change the thickness of plate and groove angle did not appear. 2) The distribution modes of welding residual stresses are same on the all test specimens during the post welding heat treatment. 3) In a mecharical point of view, minimum groove groove angle($40^{circ}$) is more suitable than maximum groove angle($60^{circ}$). 4) Therefore, it is appropriate to minimize the size of groove shape in strength and safety.

• 한국생산제조학회지
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• 제21권4호
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• pp.532-540
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• 2012

In this study, some considerations have been suggested in developing on-site techniques to evaluate the sensitization of stainless steels. Electrochemical potentiokinetic reactivation (EPR) technique is known to be a candidate tool for field applications since it enables quantitative assessment in reasonable test time, compared to oxalic etching (ditch) technique. The on-site application of the test method imposes additional restrictions on the selection of the test method (for example, minimum surface preparation requirement, insensitivity to testing temperature, etc.). The EPR and etching techniques have been compared in order to sensitization of stainless steel structures. It has been widely reported that the maximum sensitivity in the welded structure of stainless steel is shown at heat-affected zone (HAZ) than weldments with cast structure. In this work, sectioned weldments and external surfaces were investigated to reveal the degree of sensitization by the etching and the results were compared with those of EPR test. The EPR test showed little sensitivity to surface roughness and test temperature.

• International Journal of Korean Welding Society
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• 제3권1호
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• pp.29-33
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• 2003

The ferritic stainless steels are generally considered to have poor weldability compared with that of the austenitic stainless steels. However the primary advantages of ferritic stainless steels include lower material cost than the more commonly used austenitic stainless steels and a greater resistance to stress corrosion cracking. Thus, the weldability of ferritic stainless steels was investigated in this study. In concerning the weldability, Grain size measurement test, Erichsen test and Varestraint test were involved. full penetration welds were produced by autogeneous direct current straight polarity (DCSP) and pulsed currents gas tungsten arc welding (GIAW) and the effect of pulsed currents welding on the welds was compared to that of DCSP welding. The results showed that pulsed current was effective to refine grain size in the weld metal and the finest grain size was obtained at the frequency of 150Hz. In addition, the ductility of welds was lower than that of base metal. Finally, autogeneous type 444 welds were less susceptible to macro solidification cracks, but more sensitive to micro cracks; SEM/EDS analysis indicated that all the inclusions in the crack showed enrichment of Mn, Si, O and S.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.746-749
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• 2004

A new-type of FRP-concrete composite bridge deck system is proposed and its behaviors are experimentally studied. The new-typedeck consists of FRP as a permanent form and main tension resisting member and concrete as a compression resisting member. A suitable bonding method such as silica coating is applied to the interface between FRP and concrete to ensure composite behavior. The proposed deck system uses the box-shape FRP member, while a typical FRP-concrete composite deck uses the I-shape FRP member. Theproposed deck system has inherent advantages of a FRP-concrete composite deck like corrosion free and easy construction. The new-type deck shows the equal performances compared to a previous one, and has the advantage of reducing self-weight. In this study, the static tests on 3-span FRP-concrete decks in full scale are carried out, so that load-displacement relation, stress distribution, failure mode and design criteria are analyzed. The test results show that the deflection design criterion (L/800, L: span length) is satisfied at the service load state. No concrete tensile crack occurs in the negative moment region above the main girder, regardless of no tensile reinforcement at upper concrete portion.