• Journal of the Korean Society of Fisheries and Ocean Technology
• /
• v.26 no.2
• /
• pp.111-117
• /
• 1990

The hydraulic line haulers are now widely used to haul the main line, but the other hauling operations are still done manually in most pot fisheries. The oval type hooks which are connected between the loops and the post are tested for basic capability by the universal tension meter in order to develop the automatic separating system. The pots attached to the oval type hooks are separated automatically from the loops while the oval type hooks are running through the trumpet separator with the side roller and the results are as follows: 1. The tension of the large oval hooks (ø3.1mm) for missing pots and the compressive load at the end of hooks by hand are about 60kg and 6kg, and range of tension for passing through the trumpet is 11~15kg. 2. Automatic separating ratio of the pots with the large oval hooks is about 99% when the trumpet separator is attached to front or rear of the side roller in the laboratory. 3. The separating ratio of the pot with the large oval hooks while hauling operation in the sea is about 97% when the trumpet separator is oriented on the port bulwark departed 2m from the side roller.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.21 no.6
• /
• pp.98-105
• /
• 2017

In this study, the fiber blending ratio and strain rate effect on the tensile behavior of hybrid fiber reinforced cement composite was evaluated. Hooked steel fiber and polyvinyl alcohol fiber were used for reinforcing fiber. The fiber blending ratio of HSF+PVA were 1.5+0.5, 1.0+1.0 and 0.5+1.5vol.%. As a results, the tensile strength, strain capacity and fracture toughness of the hooked steel fiber reinforced cement composites were improved by the increase of the bond strength of the fiber and the matrix according to increase of strain rate. However, the tensile stress sharply decreased after the peak stress because of the decrease in the number of straightened pull-out fibers by micro cracks in the matrix around hooked steel fiber. On the other hand, PVA fiber showed cut-off fracture at strain rate $10^{-6}/s$ with multiple cracks. However, at the strain rate $10^1/s$, the multiple cracks and strain capacity were decreased because of the pull-out fracture of PVA fiber. The HSF1.5PVA0.5 shown the highest tensile strength because the PVA fiber suppressed the micro cracks in the matrix around the hooked steel fiber and improved the pull-out resistance of hooked steel fiber. Thus, DIF of strain capacity and fracture toughness of HSF1.5PVA were greatly improved. In addition, the synergistic response of fracture toughness was positive because the tensile stress was slowly decreased after the peak stress by improvement of the pull-out resistance of hooked steel fiber at strain rate $10^1/s$.

• Proceedings of the Korean Information Science Society Conference
• /
• 2001.10a
• /
• pp.475-477
• /
• 2001

프레임웍의 결함들을 효과적으로 발견하기 위해서는 테스트 실행 과정 중에서 결함들이 민감하게 감응하여 결함으로 인한 오동작의 흔적이 남겨질 수 있어야 한다 그런데 프레임웍은 개조, 합성된 확장 부위에 결합되는 후크 클래스(hook class)들의 시험에 대한 제어와 관찰이 어려운 성실을 가지고 있다. 이를 해결하기 위해 프레임웍의 정상동작 여부를 판단하는데 단서가 되는 자료(clue data)를 포착하여 외부로 드러내는 기능을 수행하는 테스트 센서타이저를 설계하였다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.21 no.3
• /
• pp.76-85
• /
• 2017

In this study, to evaluate the mechanical properties of fiber-reinforced cement composites by strain rate, hydraulic rapid loading test system was developed. And compressive and tensile strength of the hooked steel fiber and polyamide fiber reinforced cement composite were evaluated. As a result, the compressive strength, strain capacity and elastic modulus were increased with increasing strain rate. The effect of compressive strength by type and volume fraction of fibers was not significant. The dynamic increase factor(DIF) of the compressive strength was higher than that of the CEB-FIP model code 2010 and showed a trend similar to that of ACI-349. The tensile strength and strain capacity were increased with increasing strain rate. The hooked steel fibers were drawn from the matrix. The tensile strength and strain capacity of hooked steel fiber reinforced cement composites were increased as the strain rate increased. The tensile strength and deformation capacity of the fiber reinforced cement composites were increased. And, hooked steel fibers were drawn from the matrix. On the other hand, because the bonding properties of polyamide fiber and matrix is large, polyamide fiber was cut-off with out pullout from matrix. The strain rate effect on the tensile properties of polyamide fiber reinforced cement composites was found to be strongly affected by the tensile strength of the fibers.

• Proceedings of the Korea Information Processing Society Conference
• /
• 2010.11a
• /
• pp.318-321
• /
• 2010

임베디드 소프트웨어를 테스트하고 디버깅하려면 기능 분석, 프로세스 추적, 메모리 디버깅 등 다양한 기술들이 존재한다. 하지만 테스터가 임베디드 시스템 내부의 컴포넌트들의 사이에 결함을 발견하고 그 위치를 찾아야 하는 경우, 디버깅 기술과 도구만으로는 한계가 있다. 만약 테스터가 테스트 도구를 이용할 경우 이런 단점을 보완할 수 있지만 다양한 임베디드 시스템 환경에서는 테스트 환경만을 구축하는 데도 많은 노력과 시간이 소요된다. 따라서 이러한 문제 해결하기 위하여 본 논문에서는 관점 지향 프로그래밍(Aspect-Oriented Programming)을 사용한 후크(Hook) 개념을 적용하여 새로운 테스팅 아키텍처를 제안한다.

• Journal of Digital Convergence
• /
• v.11 no.3
• /
• pp.95-100
• /
• 2013

K-POP is getting population at the all over the world. K-POP is based on the hook song that made using repetitive lyrics and melody. The characteristics of the music is a bit simple and cheerful rhythm and melody easy to sing along, interesting lyrics and great dance skills. K-POP is spreading to various countries via various social networking services such as YouTube, Facebook, Twitter. K-POP dominated by the digital music market, showed a growing tendency to shorten the length of music, to create a music that can give a strong impression. And 60 second pre-listening function increased music used the chorus in the first part. But it was generated the result that made obscures the configuration of the music and the meaning of the lyrics. In this paper, we study the characteristics of K-POP music and will present three directions of the hook song music production. Finally, we compared to Kangnamstyle of Psy using the proposed three standards.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.19 no.10
• /
• pp.648-654
• /
• 2018

In order to maintain manholes installed on the road, the manhole should be easy to open and close. Manhole covers under harsh conditions require that they can be lifted when attempting to open the manhole because the frame and cover are stuck and difficult to open and close. In this study, the design of a lifting mechanism was carried out to improve and integrate the locking type manhole. The mechanism of the locking manhole is that when the bolt located at the center is turned, the hub connected with the bolt descends, and the hook connected to the hub is rotated. The end of the hook is hooked to the manhole frame. The auxiliary device was installed on the hook so that the manhole cover can be lifted. The structure was designed to endure about 300kg of lifting force based on 70% of the yield stress of the hook to perform lifting function. The shape design was performed through the structural analysis using the finite element method. First, the basic design was performed with the simplified 2-dimensional model and the attachment position and shape were designed through the 3-dimensional model. In order to find out the structural problems of the designed shape, the scale downed model was fabricated through 3D printing and confirmed that the lifting function worked. Finally, it was confirmed that both the locking and the average lifting of about 6.1 mm can be done by applying the lifting mechanism through the machining and applying it to the existing locking manhole.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.18 no.5
• /
• pp.41-50
• /
• 2014

This study evaluated the bonding property of fiber and flexural behavior of fiber reinforced concrete. Amorphous steel fiber, hooked steel fiber and polyamide fiber was used for evaluation of bonding property and flexural behavior. As a result, the hooked steel fiber was pulled out from matrix when peak stress. However amorphous steel fiber occurred shear failure because bonding strength between fiber and matrix was higher than tensile strength of fiber. Polyamide fibers occurred significantly displacement to peak stress because of elongation of fiber. After that peak stress, fiber was cut off. Amorphous steel fiber reinforced concrete had a greater maximum flexural load compared with hooked steel fiber reinforced concrete because bonding performance between fiber and matrix was high and mixed population of fiber was many. However flexural stress was rapidly reduced in load-deflection curve because of shear failure of fiber. Flexural stress of hooked steel fiber reinforced concrete was slowly reduced because fiber was pulled out from the matrix. In the case of polyamide fiber reinforced concrete, flexural stress was rapidly lowered because of elongation of fiber. However flexural stress was increased again because of bonding property between polyamide fiber and matrix. The pull-out properties of the fiber and matrix has effect on the deformation capacity and flexural strength of fiber reinforced concrete.

• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 2010.11a
• /
• pp.575-576
• /
• 2010

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2018.05a
• /
• pp.208-209
• /
• 2018

In this study, the tensile properties of hybrid fiber reinforced cementitious composites under the high strain rate was evaluated. Experimental results, the HSF1.5PVA0.5 shown the highest tensile strength because the PVA fiber suppressed the micro cracks in the matrix around the hooked steel fiber and improved the pull-out resistance of hooked steel fiber. Thus, DIF of strain capacity and fracture toughness of HSF1.5PVA were greatly improved. Also, the fracture toughness was greatly improved because the tensile stress was slowly decreased after the peak stress by improvement of the pull-out resistance performance of hooked steel fiber at strain rate 10¹/s.