• Journal of the Korean Society for Nondestructive Testing
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• v.22 no.5
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• pp.539-544
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• 2002

The purpose of this study is to examine the change of full width half maximum(FWHM) and residual stress during fatigue process in S45C Steel, by X-ray diffraction. For S45C Steel, the relationship between the change in fatigue damage of the specimen and the FWHM, and residual stress of X-ray diffraction profiles during the fatigue processes has been investigated. The FWHM decreases in the early period of fatigue cycle. The change of FWHM is associated with cyclic work hardening. The change of the FWHM is not significant in $10{\sim}20%$ of ratio of fatigue life. The residual stress is changed with fatigue cycle increasing during the fatigue pro process.

• 기계와재료
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• v.9 no.2 s.32
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• pp.145-153
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• 1997

• 기계와재료
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• v.11 no.2 s.40
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• pp.139-145
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• 1999

• Proceedings of the KWS Conference
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• 1997.10a
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• pp.55-58
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• 1997

• Computational Structural Engineering
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• v.12 no.1
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• pp.95-114
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• 1999

본 기사는 미국 토목학회(ASCE) 논문집 Journal of Structural Engineering의 1998년 7월호(Vol. 124, No. 7)에 게재된 Aktandhl 3인의 논문을 중심으로 관련된 논문들을 정리한 번역기사이다. 국내·외적으로 대형구조물의 손상도 검색, 노후화 진단, 잔류수명 추정 및 안전도 평가를 위해 구조식별(Structural Identification)기법을 응용하는 연구들이 활발하다. 본 논문은 구조식별에 대한 실험적-경험적인 접근법과 이론적 접근법을 함께 통합적으로 다루고 있는 논문으로서, 국내의 관련 연구자들과 현장의 기술자들의 구조식별기법 및 적용방법에 대한 이해를 돕기위해 선정되었다.

• Journal of Navigation and Port Research
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• v.35 no.10
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• pp.823-827
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• 2011

The present Common Structural Rules for double hull oil tanker is not included the residual strength, which is one of the functional requirements in design part of Goal-based new ship construction standards (GBS). The GBS will be enforced after July 1, 2016. The requirement related residual strength has the goal to build safe ship even if she has the specified damages due to marine accidents including collision and grounding. In order to assess the residual strength based on risk for structural damages according to GBS, tons of nonlinear FE analysis work taking into account various types of damage will be needed. The Smith's method, a kind of simplified method for the strength analysis is very useful for this purpose. In this paper, the residual strength assessments based on ultimate strength using Smith's method were carried out. The objected ship is VLCC with stranding damage in bottom structures. Also, the results were compared with that of nonlinear FE analysis using three cargo hold model.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.34 no.9
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• pp.1137-1143
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• 2010

This paper presents a fatigue design method for plug- and ring-type gas-welded joints, which takes into account the effects of welding residual stress. To develop this method, we simulated the gas-welding process by performing nonlinear finite element analysis (FEA) To validate the FEA results, numerically calculated residual stresses in the gas welds were then compared with experimental results obtained by the hole-drilling method. To evaluate the fatigue strength of plug- and ring-type gas-welded joints influenced by welding residual stresses, the use of stress amplitude $(\sigma_a)_R$, which includes the welding residual stress in gas welds, is proposed $(\sigma_a)_R$ on the basis of a modified Goodman equation that includes the residual stress effects. Using the stress amplitude $(\sigma_a)_R$ at the hot spot point of gas weld, the relations obtained as the fatigue test results for plug and ring type gas welded joints having various dimensions and shapes were systematically rearranged to obtain the $(\sigma_a)_R-N_f$ relationship. It was found that more systematic and accurate evaluation of the fatigue strength of plug- and ring-type gas-welded joints can be achieved by using $(\sigma_a)_R$.

• Journal of Food Hygiene and Safety
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• v.34 no.3
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• pp.242-250
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• 2019

An analytical method was developed for the determination of fenquinotrione, a triketone herbicide, in agricultural products. Fenquinotrione was metabolized to KIH-3653-M-2 in plants. Analyte extraction was conducted using 2% formic acid in acetonitrile and cleaned up using a hydrophillic-lipophillic balance (HLB) cartridge. The limits of detection (LOD) and quantification (LOQ) were 0.004 and 0.01 mg/kg, respectively. Matrix-matched calibration curves were linear over the calibration ranges ($0.001{\sim}0.1{\mu}g/mL$) into a blank extract with $r^2>0.99$. The recovery results for fenquinotrione and KIH-3653-M-2 ranged between 81.1 to 116.2% and 78.0 to 110.0% at different concentration levels (LOQ, $10{\times}LOQ$, $50{\times}LOQ$) with relative standard deviation (RSD) less than 4.6%. All values were corresponded with the criteria ranges requested in both the Codex (CAC/GL 40-1993, 2003) and MFDS guidelines (2016). Therefore, the proposed method can be used as an official analytical method for determination of fenquinotrione in the Republic of Korea.

• Proceedings of the Korean Vacuum Society Conference
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• 2011.02a
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• pp.44-44
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• 2011

현존하는 초경도 박막물질 중 입방정 질화붕소(cBN)은 철계 금속과의 반응안정성 및 낮은 온도에서의 합성가능성 등 많은 장점을 가지고 있다. 그러나 필수로 수반되는 이온충돌 효과로 인해 박막 내 높은 잔류응력으로 인한 박리 현상으로 응용이 어려운 실정에 있다. 현재까지 이를 개선하기 위해 수소를 첨가하여 박막의 잔류응력을 줄이는 연구, B4C 타겟을 이용하여 B-C-N 의 gradient layer를 설계하여 점진적으로 잔류응력을 감소시키는 연구 등 많은 연구들이 진행되고 있다. 본 연구에서는 MOCVD로 만들어진 NCD(Nano Crystalline Diamond) buffer layer 위에 RF-UBM(unbalanced magnetron) PVD를 이용하여 BN을 증착시켰다. hBN 타겟을 이용하여 2mTorr에서 400W 의 RF 파워를 사용하여 기판에 RF bias를 인가해 실험하였다. cBN 박막과 기판의 lattice mismatch 를 줄이기 위해서 본 연구소에서 제공되는 NCD 기판을 사용하였으며, 다이아몬드 기판과 cBN 박막의 1:1 에피성장을 이루기 위해 상온에서부터 800도까지 온도 변화를 주어 cBN을 증착시켰다. FTIR(Fourier transform infrared spectroscopy)로 $sp^2$구조인 hBN과 $sp^3$구조인 cBN의 성장유무를 확인하였으며, FTIR peak intensity 차이로 박막내 cBN의 함량을 계산하였고, Scratch test로 박막과 기판사이의 밀착력을 상대적으로 비교하였으며, 격자의 에픽성장을 확인하기 위해 FIB 의 작업을 거쳐 HRTEM 으로 각 위치별로 SAD pattern를 이용하여 성장거동을 확인하였다.

• Journal of Korean Association for Spatial Structures
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• v.11 no.4
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• pp.37-47
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• 2011

This article aims to analytically research for influence of residual stresses on bending moment responses against welded steel pipes subjected to quasi -static or dynamic loadings. The residual stresses of the welded steel pipe are computed by three-dimensional welding simulation. The bending moment responses of the welded and seamless steel pipes are determined by using three-dimensional dynamic elastoplastic FE analysis as a function of loading rate. It is seen from analytical results that the welded steel pipe shows lower moment response comparing to the seamless steel pipe, and moment difference between seamless and welded steel pipes tends to decrease as loading rate increases.