• Journal of the Korean Institute of Gas
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• v.9 no.4 s.29
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• pp.11-16
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• 2005

In this paper, the hydrogen osmosis test and the mechanical tensile test were carried out to examine hydrogen cracking behavior of STS444 with welding conditions. In $0.5MH_2SO_4+0.001M \;As_2O_3$ solution, the hydrogen embrittlement characteristics of weld zone of STS444 added to load of $1,400 kg/cm^2$ together with hydrogen osmosis by current of $30mA/cm^2$ for 60 min. was considered. As a result of study on the hydrogen embrittlement and mechanical characteristics of STS444외와 with welding conditions the tensile stress and elongation of STS444 get lower by the absorption of oil or water before welding. Also, the reduction rate of tensile stress and elongation of STS444 is larger because of hydrogen embrittlement by the absorption of oil or water. STS444 by the absorption of water before welding is more sensitive to hydrogen embrittlement than oil.

• Journal of the Korean Institute of Gas
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• v.10 no.1 s.30
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• pp.43-47
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• 2006

This study attempted to examine how the hydrogen embrittlement susceptibility of the STS 444 stainless steel varies under different welding conditions and how its effect on hydrogen embrittlement differs by the impressed current density levels. For doing so, U bend test specimens was used to impress the current density at 5,10, 15, and 20 $mA/cm^2$ in the $0.5M\;H_2SO_4+0.001M\;As_2O_3$ solution with an electrochemical corrosion tester. The hydrogen embrittlement was assessed by observing the time to failure, and then the microphotographs of metal structures were compared to investigate the metal- related structural properties. The study findings suggest that the effect on hydrogen embrittlement for the STS 444 steel significantly depends on both the welding conditions, or variations in the amount of shield gas, and the levels of current density. In particular, as the impressed current density increases, the hydrogen embrittlement increases rapidly.

• Journal of the Korean Institute of Gas
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• v.19 no.1
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• pp.57-63
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• 2015

The hydrogen was charged TRIP steel by electrochemical method under 0.5M $H_2SO_4$ electrolyte and 0.5M NaOH electrolyte with hydrogen charging conditions respectively. The degree of hydrogen embrittlement of TRIP steel was evaluated by using micro Vickers hardness tests. These results showed that the degree of hydrogen embrittlement in acidic electrolyte with hydrogen penetration and hydrogen diffusion through the depth of specimen was more sensitive than its alkaine electrolyte between two type electrolytes. However, it was investigated that micro Vickers hardnesses of surface in acidic electrolyte under two electrolyte were higher than those of alkaine electrolyte. It was thought that in case of hydrogen embrittlement in acid-ice electrolyte, hydrogen charging time was more effective than current density, in case of alkaine electrolyte, hydrogen current density was more effective than charaging time.

• Tunnel and Underground Space
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• v.17 no.1 s.66
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• pp.32-42
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• 2007

Severe damage can occur around deposition holes due to complex interaction of thermo-hydro-mechanical (THM) loading during the long term operation of high level radioactive waste repository. Many candidate sites for repository are located in crystalline rock mass, therefore mechanism of damage follows the form of brittle fracture and failure. This paper briefly introduces major outcomes from 15 years international collaborative project, DECOVALEX, and presents major study results for current ongoing benchmark test study from DECOVALEX-THMC, to evaluate the effect of THM loading to rock mass in excavation damaged zone (EDZ) near deposition holes. Through benchmark test model by simplifying THM loading to boundary loading obtained numerical results are compared, and discrete fracture interaction after up to 1 million years operation is discussed.

• Tunnel and Underground Space
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• v.16 no.3 s.62
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• pp.259-276
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• 2006

In rock mass subject to high in-situ stresses, the failure process of rock is dominated by the stress-induced fractures growing parallel to the excavation boundary. When the ratio of in situ stresses compared to rock strength is greater than a certain value, progressive brittle failure which is characterized by popping and spatting of rock debris occurs due to stress concentration. Traditional constitutive model like Mohr-Coulomb usually assume that the normal stress dependent frictional strength component and the cohesion strength component are constant, therefore modelling progressive brittle failure will be very difficult. In this study, a series of numerical analyses were conducted for surrounding rock mass near crude oil storage cavern using CW-FS model which was known to be efficient for modelling brittle failure and the results were compared with those of linear Mohr-Coulomb model. Further analyses were performed by varying plastic shear strain limits on cohesion and internal friction angle to find the proper values which yield the matching result with the observed failure in the oil storage caverns. The obtained results showed that CW-FS model could be a proper method to characterize essential behavior of progressive brittle failure in competent rock mass.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2003.04a
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• pp.66-71
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• 2003

오늘날 인간 생활에서 섬유제품은 인체와 가장 많이 접하고 있어서 인체의 분비물과 함께 미생물이 서식하여 인체 건강을 해치거나 악취를 발생시킨다. 이러한 현상은 섬유제품을 변색, 오염, 손상시키므로 항균, 소취성있는 섬유제품이 요구된다. 또한 섬유제품에 처리된 항균, 소취가공제는 안전성이 요구되며, 동시에 자연계에서 간단히 분해되고 유해물질을 생성하지 않아야 한다. (중략)

• Proceedings of the KSEEG Conference
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• 2007.04a
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• pp.190-193
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• 2007

• Proceedings of the KWS Conference
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• 2009.11a
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• pp.92-92
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• 2009

조선업을 포함한 다양한 산업 분야에서 후판 강재의 수요량 증가와 함께 사용 범위 또한 폭넓게 되고 있다. 특히, 선박의 수송효율의 극대화를 위하여 컨테이너선의 대형화가 급속하게 진행되고 있으며, 2009년 현재1,300TEU 이상의 초대형 컨테이너선이 건조되고 이다. 이처럼 용접구조물의 초대형화에 따른 사용강재 또한 고강도 극후물화 되고 있다. 현재 선박에 적용중인 고강도 강재는 EH47 강재로 YP 460MPa 급의 강재가 Hatch Coamming부에 적용중에 있으며, 강재의 두께 또한 70mm 이상이다. 이러한 고강도 극후물재의 강구조물에 적용에 따른 선급협회에서는 용접부에서의 취성균열 전파에 의한 취성파괴의 위험성이 있으므로 강재의 두께를 제한하고 더욱 엄격한 파괴인성값을 요구하고 있다. 일본선급협회(NK)를 중심으로 취성균열의 정지를 위한 모재의 요구 성능등에 관한 연구들이 진행되고 있다. 이 연구의 대부분의 전제 조건은 선박의 블럭과 블럭의 조립시에 용접부가 직선형이 아닌 계단형(Butt shift)를 하는 것으로 하고 있으므로, 국내의 조선건조 공법의 현실과는 거리감이 있다. 본 연구에서는 국내 조선사에서 수행중인 직선 이음부에 대한 시공 공법에서 취성균열이 발생하여 진전 되더라도 균열을 정지 시킬 수 있는 기술에 관한 연구를 수행하였다. 균열의 진전은 대부부의 연속면에서는 정지를 시키지 못하고 직진 전파 하여서 파괴에 도달하게 된다. 따라서 뭔가의 불연속적인 면을 임의로 생성하여야 균열을 정지 시킬 수 있다. 본 연구에서는 이러한 균열의 정지 방법으로 형상적인 측면과 재료적인 측면에서 검토를 수행하였다. 형상적인 측면에서는 균열을 정지 시키고자 하는 위치에 불연속적인 면을 만들기 위하여 일정 크기의 hole을 만들어서 균열을 정지시켰으며, 재료적인 측면에서는 고인성의 용접재료를 사용하여서 취성균열이 진행하는 경로에 인성을 높은 재료를 적용하여 불연속적인 면의 생성과 함께 인성을 높여서 균열을 정지 시키는 기술을 개발하였다. 이러한 기술의 개발을 통하여 취성균열의 전파에 의한 파괴를 방지 할 수 있으며, 용접구조물의 안전성 확보를 가능하게 하였다.

• The Journal of Engineering Geology
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• v.25 no.3
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• pp.357-368
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• 2015

Brittle failure of Mesozoic granite in the Daejeon region is predicted using empirical analysis and numerical modeling techniques. The input parameters selected for these techniques were based on the results of laboratory tests, including damage-controlled tests. Rock masses that were considered to be strong during laboratory testing were assigned to "group A" and those considered to be extremely strong were assigned to "group B". The properties of each group were then used in the analyses. In-situ stress measurements, or the ratio of horizontal to vertical stress (k), were also necessary for the analyses, but no such measurements have been made in the study area. Therefore, k values of 1, 2, and 3 were assumed. In the case of k=1, empirical analysis and numerical modeling show no indication of brittle failure from the surface to1000 m depth. When k=2, brittle failure of the rock mass occurs at depths below 800 m. For k=3, brittle failure occurs at depths below 600 m. Although both the Cohesion Weakening Friction Strengthening (CWFS) and Mohr-Coulomb models were used to predict brittle failure, only the CWFS model performed well in simulating the range and depth of the brittle failure zone.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.6
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• pp.637-643
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• 2011

The bond-based peridynamic model is able to capture many of the essential characteristics of dynamic brittle fracture observed in experiments: crack branching, crack-path instability, asymmetries of crack paths, successive branching, secondary cracking at right angles from existing crack surfaces, etc. In this paper we investigate the influence of the stress waves on the crack branching angle and the velocity profile. We observe that crack branching in peridynamics evolves as the phenomenology proposed by the experimental evidence: when a crack reaches a critical stage(macroscopically identified by its stress intensity factor) it splits into two or more branches, each propagating with the same speed as the parent crack, but with a much reduced process zone.