• Proceedings of the Korea Concrete Institute Conference
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• 1999.04a
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• pp.229-232
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• 1999

Nuclear power plant structures may be exposed to aggressive environmental effects that may cause their damage mechanisms are reasonably well understood and quantitative evaluation of their effects on time-dependent structural behavior is possible in some instances, such evaluations are generally very difficult and remain novel. The assessment of existing steel containment in nuclear power plants for continued service must provide quantitative evidence that they are able to withstand future extreme loads during a service period with an acceptable level of reliability. Rational methodologies to perform the reliability assessment can be developed from mechanistic models of structural deterioration, using time-dependent structural reliability analysis to take loading and strength uncertainties into account. The final goal of this study is to develop the analysis method for the analysis for the reliability of containment structures. The cause and mechanism of corrosion is first clarified and the reliability assessment method has been established. By introducing the equivalent normal distribution, the procedure of reliability analysis which can determine the failure probabilities has been established.

• Journal of the Korean Ceramic Society
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• v.22 no.4
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• pp.26-32
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• 1985

The subcritical crack growth of sintered SiC is investigated under various corrosive atmospheres such as distilled water Murakami solution and saturated KOH solution. The KI-V diagrams are obtained by the load relaxation method and incremental displacement rate method using the double torsion technique. The obtained fracture mechanics parameters (n) of sintered SiC are 79 in Murakami solution and 39 in saturated KOH solution. These data indicate that the subcritical crack growth of sintered SiC is taking place in these two conditions and the stress-corrosion cracking is suggested to be the mechanism. With these KI-V diagrams the life of sintered SiC in these conditions is predicted.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2000.10a
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• pp.20-25
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• 2000

lh deleterious Cr, Mo rich -$\sigma$phase is a hard embrittling precipitate, which forms between MU)-900 $^{\circ}C$, often associated with a reduction in both impact properties and corrosion reshame. On this study, After aging at MU) "C, fatigue crack propagation induced by a phase precipitation was evaluated and time-frequency analysis of acoustic emission was conducted It was possible to find fracture mechanism by a phase precipitation due to time-frequency anulysis of acoustic emission signals.nals.

• 연구논문집
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• s.25
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• pp.175-184
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• 1995

Mechanical properties of the gas nitrocarburized product depend on the surface compound layer and the diffusion zone formed. The compound layer improves the wear resistance, and the corrosion resistance. Though phase composition, pore layer and growth rate of the compound layer varies according to the treatment time, temperature and the kind of the steel substrate, they are strongly influenced by the environmental gas composition. In the current study, the growth behavior of the compound layer and diffusion zone of the carbon steel and the alloy steel upon nitrocarburizing treatment at $570^{\circ}C$, and the phase composition and the variation in the growth rate of the compound layer according to the variation of the gas environment which was the medium of the nitriding and carburizing reaction were investigated.

• Transactions of the Korean Society of Automotive Engineers
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• v.22 no.2
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• pp.134-140
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• 2014

The paper presents an overview of the present state of study on the fatigue behaviors at very high number of cycles ($N_f$ > $10^7$). A classification of materials with typical S-N curves and influencing factors such as notches, residual stresses, temperatures, corrosion environments and stress ratios are given. The microstructural inhomogeneities of materials and micro-cracks played an important roles in very high cycle fatigue behaviors. The failure mechanisms for the fatigue design of materials and components are mentioned.

• Journal of the KSME
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• v.30 no.2
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• pp.155-162
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• 1990

원유나 각종 석유 제품을 취급하는 구조물 또는 설비들의 부식 균열현상은 이미 오래 전부터 보 고되어 왔으며, 이는 주로 석유나 LPG 등에 포함되어 있는 H/SUB 2/S에 의한 황화물 응력부식 (SSCC:sulfide stress corrosion cracking)으로 널리 알려져 있다(1,2). SSCC에 의한 균열 현상은 일반 저강도 철강재에서는 발생하지 않으며 주로 항복강도가 500MPa 이상의 강재에서 많이 나타 난다. 특히, 구조물이나 설비제작 과정에서 반드시 있게되는 용접부는 SSCC에 아주 민감한 부분 으로써, 대부분의 SSCC 균열이 용접 열영향부(HAZ:heat affected zone)에서 나타나고 있다. 이는 용접부의 미세조직이 모재와 달라 국부적으로 높은 경도를 갖는 부분이 있기도 하고, 또한 운전 조건으로는 만족되지 않는 응력부식 조건이 용접 잔류응력에 의해 만족될 수 있기 때문이기도 하다. 본 글에서는 이러한 SSCC에 의한 균열 특성을 SSCC기구 (SSCC mechanism)와 함께 석유화학 설비재료로 많이 사용되는 철강재를 대상으로 고찰해 보고자 한다.

• Proceedings of the Korean Vacuum Society Conference
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• 2011.08a
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• pp.177-179
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• 2011

The purpose of this study is to enhance an adhesion between substrate and Diamond-like Carbon (DLC) film. DLC has many outstanding properties such as low friction, high wear resistance and corrosion resistance. However, it is difficult to achieve enough adhesion because of weak bonding between DLC film and the substrate. For improvement adhesion, a layer between DLC film and the substrate was prepared by dual post plasma. DLC film was deposited on nitrided layer by linear ion source. The composed compound layer between substrate and DLC film was investigated by Glow Discharge Spectrometer (GDS) and Scanning Electron Microscope (SEM). The synthesized bonding structure of DLC film was analyzed using a micro raman spectrometer. Mechanical properties were measured by nano-indentation. In order to clarify the mechanism for improvement in adhesive strength, it was observed by scratch test.

• Proceedings of the KWS Conference
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• 2005.06a
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• pp.185-187
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• 2005

The reactor pressure vessel head of PWR has penetrations for control rod drive mechanism and instrumentation systems. The Primary coolant water and operating temperature can cause the stress-corrosion cracking of these nickel-based alloy penetrations. It is difficult to detect and size flaws such as SCC in the reactor head penetrations using conventional W methods because of complex geometry, Therefore, the utilities are using the TOFD technique for the detection and sizing of the flaw. This study shows the correlation between the ultrasonic wave direction and the orientation of the flaw and the range of flaw depth which can be detected by the TOFD techniques.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05b
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• pp.181-184
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• 2005

When concrete structures are exposed under marine condition for a long time, the steel in concrete is corroded due to the ingression of chlorides in the seawater. Because the damages of corrosion resulting from the chloride ion are very serious, many researches have been performed. However evaluation on chloride attack of concrete structures are not fully examined, recently. Therefore, the objective of this paper is to study the applicability of colormetric method. For the purpose of this, reaction mechanism of colormetric method were investigated, and the colormetric method is applied for marine concrete structures. According to the test results, the diffusion coefficient by colormetric method is not so different to the value of chloride concentration profile test. It is confirmed that the colormetric method is useful tool for estimating the chloride of concrete structures in situ. The average chloride amount of colored parts indicates 0.9kg/$m^{3}$ per concrete unit weight.

• Proceedings of the Korea Concrete Institute Conference
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• 1996.10a
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• pp.122-126
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• 1996

In recent years, plenty of problems in the large-scaled bridges, piers…have been reported to the public due to the severe environment factors. The use of Epoxy-Coated reinforcement against salt and sulfate corrosion is considered as a reasonable solution and tested to study the bond performance between the thickness of coating and bond stresses. The results are that the strength of bond was decreased by 10 to 13 percent in the case of 100$\mu\textrm{m}$ of coating thickness and by 15 to 25 percent in the case of 200$\mu\textrm{m}$ to 300$\mu\textrm{m}$ and significantly fell down when the thickness was above 300$\mu\textrm{m}$. Accordingly, a 200$\mu\textrm{m}$ coating-thickness to the reinforcement is suggested to maintain the acceptable bond mechanism and goes well with the ASTM(item NO.A775) and those of Korean Concrete Institute.