• Nuclear Engineering and Technology
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• v.27 no.3
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• pp.418-426
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• 1995

설계의 신뢰성은 응력해석을 통하여 확인될 수 있으며, 해석결과는 대상 부품의 구조적 건전성을 입증하는 근거가 된다. 본 보고서는 ANSYS의 피로해석 모듈을 이용한 CANDU 6핵연료채널의 응력해석 및 ASME Code에 따른 해석 절차 개발을 소개하였다. 응력해석은 ASME Code Section III NB-3200 의 $\ulcorner$Design by Analysis$\lrcorner$에 기초한 해석절차에 따라 수행하였으며, 체계적인 해석을 위해 자료 처리용 ANSYS 매크로 및 FORTRAN 프로그램을 개발하였다. 해석은 각 조건에 따라 기계적응력과 열응력해석으로 분리하여 수행한 후 조합되었으며, ANSYS 피로해석 모듈을 이용하여 선정된 절점들의 기계적응력과 열응력의 합에 대한 최대응력강도범위를 계산하였다. 응력해석 결과, CANDU 6 핵연료채널의 구조적 건전성이 입증되었으며, ANSYS를 이용한 ASME Code해석절차가 확립되어 CANDU 원자로 해석의 신뢰성을 크게 향상 시켰음은 물론 독자적인 수행을 위한 발판을 마련하였다.

• Journal of Korean Society of Steel Construction
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• v.18 no.4
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• pp.417-426
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• 2006

Various fatigue damages have been reported in orthotropic steel deck structures put upon girders. These damages are caused by complex behaviors of the deck, which is directly subjected to vehicle loads. To estimate the causes of fatigue cracks at the welded connected parts of the trough rib and the flor beam, and the trough rib and the deck plate, in orthotropic steel deck structures, FE analyses were first, performed in this study. Parameter studies were carried out to suggest effective structural details that consider fatigue, in which the main parameters are the thickness of the deck plate, the shape of the connection of the trough rib and the flor beam such as the slit form, and the welding length. This study suggests that the effective structural details improved the fatigue strength and discusses.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.36 no.4
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• pp.443-449
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• 2012

Nanoskins were fabricated on a Ti-6Al-4V material by carrying out various surface treatments, i.e., deep rolling, laser shot peening, and ultrasonic nanocrystal surface modification (UNSM). These surface treatments are newly developed techniques and are becoming more popular for industrial applications. Fatigue tests were carried out using material test system (MTS); these tests included the axial loading tension-compression fatigue test (R = -1, RT, 5 Hz, sinusoidal wave) and rotating bending fatigue test (R = -1, RT, 3200 rpm). The analysis of the crack initiation pattern in the UNSM-treated material indicated that the crack was interior originating in the axial loading tension-compression cycle, and was surface originating in the bending fatigue test. UNSM treatment significantly improved the fatigue strength for the regime of above $10^6$ cycles that S-N curve of rotating bending stress clearly show the performance of a 5 mm titanium specimen after UNSM treatment is similar to that of an untreated 6 mm titanium specimen.

• Special Issue of the Society of Naval Architects of Korea
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• 2015.09a
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• pp.85-92
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• 2015

In general, when ships are designed, structural strength and fatigue strength must be verified based on the relative rules respectively. In case of Slurry Iron Sand Carrier designed to carry Iron-Sand saturated at water content, there is no special consideration of fatigue strength analysis. However, this vessel is similar to Ore Carrier in consideration of the overall characteristics of loaded cargo and the shape of cargo hold. Therefore we verified fatigue strength based on fatigue analysis procedure of ore carrier in DNV Rules and carried out the study for improving of fatigue strength of Slurry Iron Sand Carrier.

• Ceramist
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• v.4 no.3
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• pp.122-127
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• 2001

나노복합재료는 기계적, 전기적, 전자기적 특성을 향상하거나 새로운 기능을 갖는 신소재를 제조할 수 있는 가능성으로 인하여 많은 주목을 받고 있다. 우수한 특성을 갖는 나노복합재료의 제조에 있어서 주의할 점은, 나노복합재료가 다른 세라믹재료에 비하여 제조공정에 민감하게 영향을 받는다는 것이다. 출발원료, 혼합방법, 건조방법 등의 선택에 따라서 특성이 향상될 수도 있고 역으로 저하될 수도 있다. 이러한 현상은, 초미립자의 비표면적이 크기 때문에 균일한 분산이 어렵고 응집이 발생하기 쉽기 때문이라 생각된다. $Si_3N_4/SiC$ 나노복합재료의 경우는 고온강도와 열피로에 대한 저항성이 획기적으로 향상되어 $1400^{\circ}C$ 이상에서도 사용할 수 있는 초고온재료로로서의 가능성을 갖고 있다. 그러나 이러한 나노복합재료의 실용화를 위해서는 제조공정이 단순하고, 경제성이 있는 신 공정의 개발과 GPS 소결 등에 관하여 보다 많은 연구가 필요하다. 그러나 계속적인 환경오염에 관한 국제적 규제의 강화, 국제 원유가의 상승 등은 열기관의 열효율 향상을 위해서 초고온에서 사용할 수 있는 나노복합재료와 같은 재료를 요구할 것이며, 또한 정보통신산업 발전에 따른 소형화, 고 기능화는 우수한 특성과 새로운 기능을 갖는 나노복합재료의 개발과 실용화를 앞당기는 계기가 될 것으로 생각된다.

• Proceedings of the Korean Society for Technology of Plasticity Conference
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• 1995.06a
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• pp.35-46
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• 1995

TR 단조공법은 기존의 프레스에 특수장치를 장착하여 프레스의 수직힘과 수평함을 동시에 갖도록 하여 일체형의 크랭크샤프트를 제작하는 공법으로, 연속입자흐름의 크랭크쓰 로우를 제작할 수 있기 때문에 보다 우수한 특성의 크랭크샤프트를 제작할 수 있다. TR 단 조공법을 이용한 크랭크샤프트의 제작은 하나의 소재로 단조하여 제작하기 때문에 기존과는 다른 작업공법 및 전용장비가 필요하나 국내에서는 이러한 공법이나 설비의 부재로 인해 생 산되지 못한 제품이었다. 본 개발에서는 중형엔진용 크랭크샤프트의 국산화를 실현한 측면 에서 TR 단조공법 및 장치에 대한 소개와 본 단조공법을 적용하여 제작된 크랭크샤프트의 제반 특성평가를 수행하여 균일한 물성 및 연속입자흐름에 따른 피로강도의 향상 여부를 확 인하였다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2007.04a
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• pp.839-844
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• 2007

In order to reduce resultant stress of the connection detail of longitudinal and rib and floor beam, in this study, the parameter studies for the reinforcement details as the bulk head and the vertical rib were preformed with FE analysis. As the result, it was shown that reinforcement detail with the bulk head plate in longitudinal rig reduced generally the principal stress at the connection detail, but the stress concentration of the weld toe parts occurring fatigue crack increased. However, it was known that the reinforcement detail with the vertical rib in the rib is more effective than the bulk head plate of the reduction stress concentration in the weld toe parts.

• Transactions of the Korean Society of Machine Tool Engineers
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• v.10 no.6
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• pp.63-70
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• 2001

This study is concerned with Finite Element Analysis on welded part of control link fur automobile. For analysis, control link was modeled into two parts, ring and rod. Heating condition, temperature distributions and fatigue fracture strength were analyzed using "HEAT III" and "NDURE" module of NISA II. Metal flow in the process of welding was simulat- ed by $DEFORM^{TM}2D$.The analyzed results were compared with experimental inspection. Quality of welded part was able to be improved by controlling metal flow in the process of welding by increase the friction constant of ring part. Heat transfer analysis and flow simulations were in good agreement wish welding experiments.

• Journal of the Korean Society of Safety
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• v.11 no.4
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• pp.42-48
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• 1996

Since the fatigue phenomenon is characterized as a probability feature and test data cannot be easily collected number its small sample data are uncertain. Therefore, statistical evaluation methods should necessarily be introduced into data evaluation. With such a basic concept in mind, this study attempted to apply conventional statistical processing methods to the fatigue data and thereby present a new evaluation method in consideration of the fact that the fatigue test is usually performed within a limited number. That is a package evaluation method was adopted which co-realtes parameters between different levels of capacity in E-N or S-N level. So far fatigue limits have been found by means of stiarcase method. But it was also disclosed that this new method has its own disadvantage because limited frequencies are not duely considered.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.6A
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• pp.809-817
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• 2008

Recently, the external prestressing method is being much frequently used in strengthening reinforced concrete structures because of it's excellent load resistance and serviceability increases comparing to other strengthening methods. However, it is true that the research on fatigue performance of concrete structures strengthened by the external prestressing using FRP tendons is rare. Therefore, the purpose of this study is to evaluate the safety and feasibility of the external prestressing method by analyzing the characteristics of the reinforced concrete beam strengthening using FRP tendons under repeated loads. Test variables adopted in this experimental study are the types of external prestressing material (steel or FRP tendon) and the repeated load ranges. The repeated load range have the minimum 50% of yield load of reinforced concrete beam and the maximum 70-85%. The test beams are loaded by 4 point loadings with 3 Hz sine wave. From this experimental study, it is confirmed that the reinforced concrete beams strengthened using FRP tendons have sufficient safety against fatigue, especially in FRP tendon itself, tendon at deviators and tendon at anchorages.