• Journal of the Korean Magnetics Society
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• v.4 no.4
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• pp.335-339
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• 1994

The crystallograpic and magnetic properties of $Eu(Fe_{1-x}In_{x})O_{3}$ (x=0, 0.03과 0.05) have been studied by the methods of X-ray diffraction, $M\"{o}ssbauer$ spectroscopy, and magnetic hysteresis measurement at room temperature. The X-ray results show that the samples have a crystal structure of orthorhombic and unit cell volume of the crystal with the exception of the sample of x=0 increases as increasing the In concentration. In the analysis assuming two sets of six-line of $M\"{o}ssbauer$ spectra, it is found that the magnetic hyperfine field in each of sets decreases increasing x. The linewidth of the absorption lines for the samples increased as increasing x. This implies that the data involve a sum of several hyperfine patterns which have intensity being proportional to $_{n}P_{z}(x)$, the probability of an environment with z such Fe neighbors. The magnetic hysteresis curves show decrease of $M_{s}$ and increase of $H_{c}$ of the samples with increasing x.

• The Journal of the Convergence on Culture Technology
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• v.8 no.3
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• pp.239-244
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• 2022

In this study, the key parameters affecting the deterioration of each track type were derived based on field inspections and laboratory tests. The existing track deterioration model was limited to the ballasted tracks, and the deterioration evaluation of concrete tracks was insufficient. In this study, the laboratory test was performed to evaluate the performance and condition of track components to derive the deterioration factors reflecting the characteristics of various track structures. In addition, through analysis of track maintenance history data, parameters affecting track deterioration and maintenance were derived. The key parameters for presenting a track deterioration model based on the track performance of ballasted and concrete tracks through field inspection, track maintenance history data analysis, and performance test of track components using on-site specimens were identified as track support stiffness, Ballast gravel, track settlement and Resilience pad were presented.

• Journal of the Korean Society for Nondestructive Testing
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• v.36 no.5
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• pp.377-383
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• 2016

The effect of long-term aging degradation on magnetic properties of ferritic 11Cr low-carbon steel was investigated. Coercivity and hysteresis loss measured from the hysteresis loops decreased with long-term aging time and showed that the relation was well fitted by a second order exponential function. Vickers hardness also decreased with aging time and resulted in mechanical softening. In addition, the microstructural evolution was observed by the scanning electron microscopy, backscattered electron image and X-ray diffraction. The $Cr_{23}C_6$ precipitates along grain boundary grew fast and Laves ($Fe_2W$) phase on martensitic lath boundaries in interior grains was developed. The solid solution atoms depleted in matrix and lath subgrains recovered owing to precipitate coarsening with long-term aging degradation. There was a close relation with softening of magnetic and mechanical properties.

• Journal of IKEEE
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• v.17 no.3
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• pp.294-300
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• 2013

All countries make an effort to ensure the safety of agricultural products in the food distribution phase. Recently, as the market size of farm produces sales has increased through on-line shopping malls, there are various researches to offer traceable information about farm produces to customers conveniently and correctly. This paper designs and implements an integrated self-advertisement system for farm produces. By offering producer's information and traceable information about farm produces directly through the suggested system, a producer can assure the safeness of the informations and a customer can have trust in the agricultural produces. Especially, because the suggested system does not need a heavy cost or a complicated registration process for producers, it can be used as convenient and safe advertisement means and help small-scale producers a lot in increasing sales profit.

• Journal of the Korean Geotechnical Society
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• v.33 no.12
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• pp.45-58
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• 2017

As many seismic codes for various facilities are changed into a performance based design code, demand for a reliable nonlinear response-history analysis (RHA) arises. However, the equivalent linear analysis has been used as a standard approach since 1970 in the field of site response analysis. So, the reliability of nonlinear RHA should be provided to be adopted in replace of equivalent linear analysis. In this paper, the reliability of nonlinear RHA is reviewed for a layered soil layer using Loma Prieta earthquake records in 1989. For this purpose, the appropriate way for selecting nonlinear soil models and the effect of base boundary condition for 3D analysis are evaluated. As a result, there is no significant differences between equivalent linear and nonlinear RHA. In case of 3D analysis, absorbing boundary condition should be applied at base to prevent rocking motion of the whole model.

• Journal of Navigation and Port Research
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• v.37 no.2
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• pp.143-148
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• 2013

The aim of this study is to investigate the characteristics on the profile of local ice load acting on side shell of port side in bow part due to broken ice during icebreaking of ships in ice covered waters. The first Korean icebreaking research vessel 'ARAON' had a sea ice field trial in the Arctic Sea during early August, 2010, and the signals due to local ice impact measured from several strain gauges installed at bow part were gathered. It is known that these data with structural response characteristics due to local ice impact have some different characteristics with a typical hydraulic impact pressure - time history. In this study, the time history on the measured signals was analyzed and the characteristic values were presented using non-dimensional parameters.

• Korean Journal of Materials Research
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• v.6 no.2
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• pp.221-227
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• 1996

60Hz의 교류전계를 사용하는 종래의 Sawyer-Tower회로를 응용하여 0.1Hz의 직류 개념(quasi-DC)의 전계를 이용한 polarization과 strain의 동시 측정을 실시하였다. 측정의 대상으로는 강유전체로서 압전변형을 보이는 재료 중 가장 대표적인 PZT 계와 완화형 강유전체로서 전왜변형을 보이는 재료 중 가장 대표적인 PZT계와 완화형 강유전체로서 전왜변형을 보이는 재료 중 가장 대표적인 PMN계로 하였다. 0.1Hz한 주기의 전계 인가로 이력곡선을 측정할 수 있어서 시편의 발열을 크게 억제할 수 있었고 정확한 온도에서의 측정이 가능하였다. 또한 양방향 전계뿐 아니라 단방향 전계, 바이어스 전계도 인가할 수 있기 때문에 종래의 Sawyer-Tower 방법에서는 얻을 수 없는 강유전성에 관한 다양한 정보를 얻을 수 있었다. 이 방법은 또한 0.1Hz의 전계 하에서 얻을 수 없는 강유전성에 관한 다양한 정도를 얻을 수 있었다. 이 방법은 또한 0.1Hz의 전계 하에서 이력곡선이 측정되는 한 주기 동안에 시편에 부착된 스트레인 게이지를 통해 전계인가에 따른 strain 변화를 동시에 측정할 수 있기 때문에 strain과 polarization의 상관관계를 정확히 조사할 수 있다는 장점이 있다. PMN계에서 인가되는 전계의 넓은 범위에서 전왜정수 Q값을 연속적으로 구할 수 있었다.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.110-110
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• 2022

2011~2019년 평균 강수량은 100년 전(1912~1920) 보다 861mm 증가(7.4%)하였으며, 2020년 서울, 부산, 대전 등 대도시 지역에서 침수로 인한 인명피해가 발생하는 등 기후변화로 인한 강우량, 집중호우의 발생 빈도와 강우강도 증가 및 지속적인 도시침수로 인한 인명·재산 피해를 지속적으로 발생하고 있다. 이와 같이 도시침수는 단기간 집중호우에 의해 발생하고 좁은 범위에 발생하지만 건물, 인구 등 밀집도가 높은 지역에 발생하여 피해가 크게 발생한다. 또한 우수관 개선, 배수 펌프장 등 구조적인 대책만으로는 한계가 있으며, 예 경보 등 비구조적인 대책과 합께 이루어져야 한다. 이에 본 연구에서는 과거침수피해이력자료와 강우자료를 이용하여 해당 행정동에 대해 침수발생 한계강우량을 추정하였으며, 침수피해이력이 없는 행정동에 대해서는 유역특성과 한계강우량과의 관계를 이용하여 한계강우량을 예측하는 모델을 개발하였다. 3,344개 행정동에 대해 한계강우량을 추정하였으며, 이를 활용하여 2021년 침수 예·경보에 시범적용하였다. 6월~9월 까지 운영한 결과를 대상으로 강우자료와 비교하여 정확성을 검토하고 오차가 10% 이상인 행정동에 대해서는 개선하고자 한다.

• Journal of the Korean GEO-environmental Society
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• v.13 no.1
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• pp.21-29
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• 2012

Ground failure by liquefaction can occur not only during shaking but also as the result of the post-liquefaction process after an earthquake. During the process of ground deformation and failure, excess pore water pressure in soil is redistributed, which can then lead to changes in the effective stress of soils. Therefore, in order to provide a further understanding of the phenomenon, we have to estimate the properties of effective stress during the recompression process in post-liquefaction as well, not only the total amount of pore water drained. The primary objectives of this study are to determine and compare the recompression properties in the post-liquefaction process in terms of the relationship between volumetric strains and mean effective stresses under the various conditions of relative density and shear stress history. In all experimental cases, the volumetric strains increase greatly in the low effective stress level, almost to the zero zone, and granite soil, which has fine grains, undergoes gradual changes in the relationship between volumetric strains and mean effective stresses compared with fine sand. And, we can also find that recompression properties in the post-liquefaction process by cyclic loading depend highly on the dissipation energy and maximum shear strain, and this fact can be obtained in all cases regardless of the existence of fine content, relative density, and loading history. Especially, granite soil having fine grains can be defined uniformly in the relationship between dissipation energy and maximum volumetric strain, while fine sand cannot be so uniformly defined.

• Journal of the Korean Geotechnical Society
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• v.36 no.11
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• pp.119-133
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• 2020

Underground utility tunnel, the most representative cut and cover structure, is subjected to seismic force by displacement of the surrounding soil. In 2020, Korea Infrastructure Safety Corporation has published "Seismic Performance Evaluation Guideline for Existing Utility Tunnel." This paper introduces two seismic evaluation methods, RDM (Response Displacement Method) and RHA (Response History Analysis) adopted in the guide and compares the methods for an example of an existing utility tunnel. The test tunnel had been constructed in 1988 and seismic design was not considered. RDM is performed by single and double cosine methods based on the velocity response spectrum at the base rock. RHA is performed by finite difference analysis that is able to consider nonlinear behavior of soil and structure together in two-dimensional plane strain condition. The utility tunnel shows elastic behavior for RDM, but shows plastic hinge for RHA under the collapse prevention level earthquake.