• Journal of the Korean Society for Nondestructive Testing
• /
• v.15 no.2
• /
• pp.386-394
• /
• 1995

The fringes developed by misalignment, an application of Moire method measuring small deformation of specimen, was transformed to frequency function. After that, theory of normalization was applied to derive the equations explaining the relation of the deformation and Moire fringes. Above all, the equations were produced to explain the rotation and increasing of fringes. In addition to that, the relation of fringe number and strain was illustated with the equations deduced from frequency function and geometrical method respectively. These two expressions were more effective than the used ones owing to the one can accommodate the other.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
• /
• 2017.11a
• /
• pp.94-96
• /
• 2017

2017년 5월 필자는 황비창천명 항해도문 고려 동경에 새겨진 배가 기존에 알려진 것과 달리 고려의 배가 아닐 가능성이 있음을 입증하였다. 황비창천명 항해도문 고려 동경의 원 도안은 북송대에 유래하여 금대에 크게 유행한 뒤 무역을 통해 고려에 유입되어 크게 유행하였다. 따라서 우리나라에서 출토된 황비창천명 항해도문 고려 동경은 중국에서 유래한 원도안을 모방하여 재주조, 변형, 재창조한 것이므로 뒷면에 새겨진 배는 고려의 배라기 보다는 중국의 배라고 보아야 한다는 것이다. 그러나 국립중앙박물관과 국립대구박물관에 소장된 삼족오문 고려 동경(덕수 4927; 덕3194)에 새겨진 배는 평면형 저판 및 선수미, 중첩된 삼판, 최상부 삼판에 보이는 가룡목의 흔적 등 여러 면에서 원양항해용 평저선형 고려선박으로 볼 수 있다. 흥미로운 사실은 황비창천명 항해도문 동경이 기원지인 중국에 비해 고려에서 널리 모방, 변형, 재창조되어 활발하게 주조 및 유통되었다는 점이다. 유리판(于力凡)의 견해를 받아들인다면, 황비창천명 항해도문 동경은 북송의 휘종(徽宗)(재위 1100-1125) 황제의 성덕(聖德)을 찬양(讚揚)할 목적으로 주조되었다. 그러나 이배근의 견해를 원용하면, 고려에서는 항해도문안을 태조 왕건의 조부인 작제건(作帝建)의 설화로 해석하여 태조 왕건을 룡손(龍孫)으로 지체를 높이기 위한 상징물로 활용했을 개연성이 있다. 이것이 황비창천명 항해도문 동경이, 북송과 금을 통해 유입되었음에도 불구하고, 고려에서 이를 모방 및 변형하고 독창적으로 재창조하여 널리 유통되게 된 사회문화적 배경이 되었을 수 있다. 이는 차후의 연구를 통해 밝혀내야 할 과제다.

• The Journal of Korean Institute of Communications and Information Sciences
• /
• v.22 no.11
• /
• pp.2604-2612
• /
• 1997

Media access control(MAC) protocol that is used between aircraft and ground station now is non-persistent CSMA protocol, but this protocol hs defects to apply in the wireless mobile radio communication environment. In this paper, to solve this Problems, the modified ICMA/CD protocol which ban be applied in the wireless environment was proposed and analyzed. In the modified ICMA/CD protocol, instead of usig special control channel, control signal was inserted into the uplink message. After the analysis, simulation was performed to approve the analysis resutls. As a results, modified ICMA/CD protocol can solve the hidden termined effect of CSMA protocol and packet detection delay time problem of ICMA/CD protocol and acquired the same channel throughput as CSMA/CD protocol. This results shows the modified ICMA/CD protocol can be used in the aeronauical telecommunication.

• Journal of the Korean Society for Advanced Composite Structures
• /
• v.2 no.2
• /
• pp.13-19
• /
• 2011

This paper presents the stress distribution of the damaged butt joint of steel plate using CFRP laminates when the flange in tension zone of steel box girder is welded by butt welding. When CFRP sheets are patched on tension flange of steel-box girder, the stress distribution of a vertical and normal direction on damaged welding part is shown as parameters such as a variation of the thickness of adhesive, the overlap length with steel, and the modulus of elasticity of CFRP sheets. For the study, we wrote the computer program using the EAS(Enhanced assumed strain) finite element method for plane strain that has a very fast convergency and exact stress for distorted shape.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.16 no.9
• /
• pp.1728-1735
• /
• 1992

Holographic interferometry technique has been used for the measurement of whole-field deformation with high sensitivity. However there are some difficulties in quantitatively analyzing the holographic fringes. Recently, quantitative and automatic fringe analysis by using phase shifting method in interferometry has been studied in many fields. In this paper, a real time holographic interferometry system and a phase shifting method combined with digital image processing technique are employed to record and quantitatively analyze holographic fringe patterns. To evaluate our system and analyze errors, comparison of measured deformation with theoretical deformation of cantilever beam was carried out. The accuracy of 4.5% in our system was verified We have tried to apply this method to quantitatively measure the deformation of turbine blade under the bending force.

• 한국해양학회지
• /
• v.19 no.1
• /
• pp.56-67
• /
• 1984

Mesoscale thermohaline structures of the meandering front in the Korea Strait during November 1976, 1980 and 1982 are studied by means of closely spaced oceanographic observations and the satellite infrared images. Strong thermal and salinity fronts coincide each other and show a wavelike meander motion with wavelengths of 40-60km and amplitudes of, 15-20km. Salinity minimum band of less than 33.0 is found along the onshore edge of the front. Width of the frontal zone corresponds approximately to the internal radius of deformation (R=5-10km) and the slope of density interface is confined to about 2R. A series of satellite infrared images with the interval of 4-5 days show a noticeable growth of frontal meander over the flat shelf west of the Korea Strait. Possible mechanisms of frontal meander and its growth are discussed.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.30 no.1
• /
• pp.44-48
• /
• 2002

In this paper, we demonstrated the simultaneous measurment of triple parameters such as strain, temperature, and vibration using single FBG/EFPI hybrid sensor. The FBG/EFPI sensor system for the strain and temperature measurement and the EFPI sensor system for the the vibration measurement were combined by a wavelength division multiplexer. The optical source of FBG/ EFPI sensor system is a wavelength-swept fiber laser(WSFL) and that of an EFPI sensor system is a laser diode. We performed the simultaneous measurement of thermal strain, temperature, and vibration of a aluminum beam placed in a thermal chamber and validated the efficiency of the constructed measurment system.

• Elastomers and Composites
• /
• v.43 no.2
• /
• pp.72-81
• /
• 2008

Nowadays, modifying asphalt to improve the resistancy of plastic deformation or rutting on roads has been drawing attention. In this study, asphalts were modified with modifying agents and ground rubber from waste tire (GRT), and the effects of modifier and GRT on the properties of asphalt were analyzed. The Marshall stability of modified asphalt was increased by 98% and the tensile strength increased by 43% compared to straight asphalt. GRT played an important role in enhancing these properties. Viscosity tests, penetration tests and TMA analysis showed the deformation resistancy of modified asphalt. IR and GPC tests indicated that asphalt and modifier have similar chemical structures to each other, and chemical bonding between asphalt and modifier have occurred so that the molecular size lengthened.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.18 no.3
• /
• pp.321-332
• /
• 2005

In this paper, the time-domain finite element formulations for axisymmetric linear viscoelastic problems, especially for the viscoelastic hollow sphere and cylinder, under various boundary conditions are presented with the theoretical solutions of them obtained by using the elastic-viscoelastic correspondence principle. It is assumed that the viscoelastic material behaves like a standard linear solid in distortion and elastically in dilatation. Numerical examples are solved based on the spherically symmetric, axisymmetric and plane strain finite element models. Good agreements are obtained between numerical and theoretical solutions, which shows the validity and accuracy of the presented method.

• Magazine of the Korea Concrete Institute
• /
• v.8 no.2
• /
• pp.119-127
• /
• 1996

Objection of this study is to present the three-dimensional material nonlinear analysis of reinforced concrete. A concrete is idealized with three-dimensional 16-node solid element including triaxial nonlinear stress-strain behavior, cracking, crushing and strain softening: a steel with three-dimensional 3 node truss element including elastic-plastic behavior with strain hardening. The cracked shear retention factor is introduced to estimate the effective shear modulus con sidering aggregate interlock after c:racking and a modified newton method is used to obtain a nu merical solution. Numerical results in a gauss point is displayed graphically. Numerical examples of Krahl's reinforced concrete beam and Hedgreds shell are selected to compare with the experimental and numerical results.