• Journal of Ocean Engineering and Technology
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• v.12 no.1
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• pp.65-75
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• 1998

The fracture resistance curve is one of most important and design techniques employed in nuclear pressure vessel structures. This study is to evaluate the J-R curve characteristics for the SA508C-3 by the unloading compliance method and load rato analysis. The effect of strain aging for the exponential correlation of the J-R curve in this metal are investigated at room temperature, 20$0^{\circ}C$ and 30$0^{\circ}C$. The load ratio analysis method can evaluate the J-R curve by using the simple tension load-displacement curve only without the repeat of the unloading and loading. Therefore, the analysis by the proposed load ratio method has a merit, in comparison with the unloading compliance method, which can measure the crack length without the precision measurement equipment.

• Transactions of the Korean Society of Mechanical Engineers
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• v.16 no.9
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• pp.1627-1631
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• 1992

It often occurs in J-R testing that some initial crack extension (.DELTA.a) data points have anomalous negative values. The reason for the apparent negative crack growth is due to the analysis method. The phenomenon as a possible source of error in determining $J_{IC}$ or J-R curve from partial unloading compliance experiments may be eliminated by the compliance correction equation or the offset technique. In this study, the correction methods are suggested and examined by the measurement of the actual crack length and $J_{JC}$ analysis.

• Journal of Welding and Joining
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• v.15 no.4
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• pp.178-186
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• 1997

The purpose of this study is to evaluate the J-R curve characteristics for the 5083 aluminum alloy weldment by the load ratio analysis. The results of the load ratio analysis are compared with those of the J-R curve which are obtained by the ASTM unloading compliance method. The crack length calculated by the load ratio analysis is agrees well with the measured final crack length. The slope of the exponential J-R curve estimated by the load ratio analysis is slightly smaller than that by the ASTM unloading compliance method. The exponential correlation of the J-R curve for the 5083 aluminum alloy base metal by the load ratio analysis is J = 93.88 ${\Delta}{\alpha}^{0.375}$. That for the weld metal and HAZ is J = 69.87 ${\Delta}{\alpha}^{0.389}$ and J = 70.59 ${\Delta}{\alpha}^{0.359}$ respectively. The J-R curve obtained by the ASTM unloading compliance method is overpredicted and should be offsetted due to the initial negative crack. On the other hand, the load ratio analysis method can evaluate the J-R curve by only load displacement curve without particular crack measurement equipment.

• Journal of the Korean Society for Precision Engineering
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• v.19 no.9
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• pp.98-105
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• 2002

Some materials exhibit a rising K-R curve, while the K-R curve for other materials is flat. The shape of the K-R curve depends on material behavior and, to a lesser extent, on the configuration of the cracked structure. The K-R curve for an ideally brittle material is flat because the surface energy is an invariant material property. However, the K-R curve can take on a variety of shapes when nonlinear material behavior accompanies fracture. Five different hot-rolled thin plates are tested to investigate K-R curve behavior. A special experimental apparatus is used to prevent specimens from buckling.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.12 no.4
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• pp.586-593
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• 2001

본 논문에서는 Cost231-Hata 모델과 Cost231-Walfisch-Ikegami 모델을 비교 분석하고, 두 모델의 전파환경이 서로 근접하게 되는 송신안테나의 높이, 건물군의 높이, 그리고 도로폭의 상관관계를 나타내는 전송손실 곡선들을 제시한다. 이러한 곡선들은 Okumura-Hata 모델의 정성적인 전파환경(도심지, 교외지역, 개활지)을 정량적인 요소(건물군의 높이, 도로폭) 로서 설명하여, Okumura-Hata(Cost231-Hata) 모델을 다른 도시, 나라에 적용시킬 때 하나의 기준으로 활용 될 수 있을 것이다. 또한 최근에 제안된 ITU-R 모델과 Okumura-Hata(Cost231-Hata)모델을 비교 분석한 결과, ITU-R 곡선들은 Okumura-Hata의 교외지역 전파환경에 대한 사용식을 확장한 것으로 사료된다.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.417-417
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• 2012

본 연구에서는 충청북도 보은군 수한면에 위치한 거현천의 사우교 지점에서 유량조사, 유사량 조사, 하상 퇴적물 조사를 실시하여 유량-총유사량 관계곡선식을 산정하였다. 총유사량 산정은 수정 아인쉬타인 방법을 적용하였으며, 2011년 홍수기에 4개의 호우사상에 대하여 16회 유량 및 유사량 조사를 실시하였다. 총유사량 산정의 실제적인 계산은 한국건설기술연구원에서 개발한 MODEIN 프로그램을 이용하였다. 사우교 지점 실측자료를 바탕으로 개발된 유량-부유사량 관계 곡선식은 $_s=2.4386Q^{1.9939}$이고, 결정계수 $R^2$=0.8307로 산정되었다. 유량-총유사량 관계곡선식은 $Q_s=3.1341Q^{2.0002}$이고, 결정계수 $R^2$=0.8599로 산정되었다. 본 연구를 통해 제시된 사우교지점의 유량-총유사량 관계식은 거현천의 기초자료로 활용될 것으로 사료된다.

• Journal of the Korean Society for Railway
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• v.18 no.5
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• pp.457-465
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• 2015

A method of evaluating the optimal alignment range while considering ride comfort when performing line renewal of curved tracks for speed-up is proposed in this study. The proposed method was applied to analyze the optimal renewal range for horizontal alignments with the smallest curve radii in the Kyung-Bu high-speed line; a parametric study on the effects of various initial design conditions on the permissible renewal range and optimal alignment range was also performed. From the analysis results, it was found that the permissible range is enhanced in proportion to the increase in the curve radius and the cant. It was also verified that a slight adjustment of the horizontal alignment enables speed-up even in the case of R7000/R8000, placed in the ballasted track section of the Kyung-Bu high-speed line.

• Proceedings of the KAIS Fall Conference
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• 2004.06a
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• pp.321-323
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• 2004

자연의 세계에서 나뭇잎, 돌기물, 구름, 해안선, 곤충의 모습 등에 내재하고 있는 아름다움은 흔히 균형성, 대칭성, 다양성 등으로부터 비롯된다. 자연 현상은 복소수를 활용하여 극좌표 표현으로 묘사되는 경우가 많다. 본 논문에서는 1989년 Temple H. Fay가 Amer. Math. Monthly 96(5)호에서 발표한 나비곡선 $r=e^{cos{\theta}}-2cos4{\theta}+sin^5(\frac{\theta}{12})$의 기하학적 성질을 분석하고, 수학전문 소프트웨어인 매스매티카를 활용하여 나비곡선의 작도하고자 한다.

• Proceedings of the KSME Conference
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• 2000.11a
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• pp.328-332
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• 2000

Following the method described in ASTM E1737, J resistance curves are measured for Cr-Mo steel SA387, and Cr steel A240 which are used as piping materials in nuclear industry. Crack driving force diagrams are generated in order to find out instability points in crack growth. The $J_{appl}$ curves, which are used in the crack driving force diagram, are obtained from EPRI J estimation method and the finite element analysis. Crack growth instability points are plotted in load-crack length plane and the results are discussed.

• Journal of Astronomy and Space Sciences
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• v.21 no.2
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• pp.73-82
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• 2004

New photometric and spectroscopic solutions of W-type overcontact binary V 417 Aql were obtained by solving the UBV light curves of Samec et al. (1997) and radial-velocity ones of Lu ＆ Rucinski (1999) with the 2003 version of the Wilson-Devinney binary code. In the light curve synthesis the light of a third-body, which Qian (2003) proposed, was considered and obtained about 2.7%, 2.2%, and 0.4% for U, B, and V bandpasses, respectively. The model with third-light is better fitted to eclipse parts than that with no third-light. Absolute dimensions of V417 Aql are determined from our solution as $M_1$= 0.53 $M_{*}$, $M_2$= 1.45 $M_{*}$, $R_1$= 0.84 $R_{*}$, and $R_2$= 1.31 $M_{*}$, and the distance to it is deduced as about 216pc. Our distance is well consistent with that (204pc) derived from Rucinski ＆ Duerbeck's (1997) relation, $M_{v}$ = $M_{v}$(log P, B-V), but is more distant than that (131$\pm$40pc) determined by the Hipparcos trigonometric parallax. The difference may result from the relatively large error of Hipparcos parallax for V 417 Aql.l.