• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1994.04a
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• pp.158-163
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• 1994

본 논문에서는 진동테이블의 가속도스펙트럼에 대한 치구 위의 제어점 및 시험물부착점들에서의 가속도스펙트럼을 실제 진동시험조건에서 낮은 진동레벨로 측정한 후, 측정된 전달함수를 이용하여 기준스펙트럼과 시험물 부착점들에서의 스펙트럼의 창를 최소화하기 위한 진동테이블(armature table)에서의 가속도스펙트럼 및 제어점에서의 기준스펙트럼을 최소자승법(Least Square Method)의 원리를 적용하여 구하는 방법을 제안하였다. 본 방법은 시험규격에서 정해진 기준스펙트럼으로 제어할 경우와 제안된 기준스펙트럼으로 제어할 경우, 시험물부착점들로 전달되는 스펙트럼을 컴퓨터 시뮬레이션을 통해 간단히 예측할 수 있으므로 제안 전.후 결과를 쉽게 비교, 확인할 수 있고 실험을 통해 이를 증명하므로서 본 논문에서 제안된 방법의 유용성을 확인할 수 있었다. 이와 같이 제안된 기준스펙트럼을 랜덤진동제어의 기준스펙트럼으로 사용하므로서 시험규격에 정해진 기준스펙트럼을 가능한 정확히 시험물에 전달할 수 있고, 시험물부착점들에서의 과대시험 또는 과소시험을 최대한 줄이므로서 보다 정확한 진동시험을 수행할 수가 있다.

• Proceeding of EDISON Challenge
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• 2014.03a
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• pp.649-653
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• 2014

채널 내부에 장애물이 존재하는 유동 형태는 다양한 공학적 문제에서 나타나고 있으므로 여러 가지 형상 및 유동 조건에 따른 유동 특성 연구가 필요하다. 따라서 본 논문에서는 장애물의 형상을 일정한 크기의 원형 실린더로 설정하고 실린더는 위아래 채널 벽 중앙에 위치하도록 하여 2차원 채널 내에 원형 실린더가 존재하는 경우에 대하여 CFD연구를 수행하였다. 실린더와 위아래 채널 벽면과의 거리를 변화시켜 각각의 거리에 대해 유동 재부착 길이, 유동의 주기성, 항력계수 등의 유동 특성을 관찰하였다. 연구결과 각 간격[실린더벽면과 채널벽면간의 거리(G)/실린더지름(d)]이 0.5, 1, 2, 3, 5, 15에 따른 재 부착 지점(Reattachment Length)은 채널 벽면이 실린더로부터 멀어질수록 완전히 열린 유동장에서의 유동 재부착 지점에 수렴해간다는 것을 확인하였다. 즉 거리가 멀어질수록 벽면 영향이 줄어든다는 것을 확인하였다. 또한 각각의 경우에 대해 항력계수 값을 구하였고, 이를 완전히 열린 유동장에서의 항력계수 값과 비교해 보았다. 그 결과 벽면으로부터의 떨어진 거리가 5부터 벽면의 효과가 줄어들어 10이상이 되었을 때부터 그 영향이 아주 미미하다는 것을 확인하였다.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 1997.11a
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• pp.30-30
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• 1997

국내에서는 시도되지 않았던 조립식 맨드렐 및 prepreg 제작 방식을 적용하여 filament winding machine으로 압력 용기(STEB)를 제작, 음향 방출 측정 장비 및 strain gage 등을 부착한 수압 시험으로 압력용기의 구조적 건전성 예측 및 파열 압력을 측정하여 성능을 분석하였다. 동일한 winding pattern 및 조건하에 prepreg winding과 wet winding 방식을 적용하여 제작한 압력 용기의 성능을 비교하였고, prepreg winding의 설계 조건, 공정 변화를 통해 제작한 압력 용기의 파열 압력 및 형태를 분석하였다. 이러한 winding 조건들에 따라 제작된 압력용기는 최종적으로 PR(Performance ratio) 값을 산출하고, 이를 통하여 prepreg 제작 방식의 장단점, 제작에 필요한 설계 조건 및 기초 자료 등을 고찰하여 보았다.

• Journal of the Korea Concrete Institute
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• v.19 no.6
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• pp.745-754
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• 2007

This paper presents a unified modeling technique for tension stiffening effect in structural concrete members. The model is mathematically derived from the bond stress-slip relationships which account for splitting crack. The relationships in CEB-FIP Model Code 1990 and Eurocode 2 are employed together with the assumptions of a linear slip distribution along the interface and the uniform condition of concrete tensile contribution for the mid section of cracked member at the stabilized cracking stage. With these assumptions, a model of tension stiffening effect is proposed by accounting for the force equilibrium and strain compatibility condition associated to the steel strain and concrete contribution by bond stress. The model is applied to the test results available in literatures, and the predicted values are shown to be in good agreement with the experimentally measured behavior.

• Korean Journal of Materials Research
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• v.9 no.7
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• pp.707-714
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• 1999

To save electrical energy as much as 40 % for fluorescent lighting, the reflectors coated with silver reflective thin films recently became popular with higher reflectivities and long life. The thin films fabricated by using sputtering techniques are produced mainly in U.S.A. On the other hand, some silver films deposited by using evaporation methods show low adhesion in general, although the reflectivity is no problem. We have studied various PVD methods to obtain thin films with high reflectivity and adhesion on a substrate of polyester, for a couple of years. Silver films manufactured byusing evaporation showed the reflectivity of 96.4 % and the adhesion of $12 kg/\textrm{cm}^2$. while samples manufactured by using sputtering depicted the adhesion as much as $20 Kg/\textrm{cm}^2$ that is almost double, although their reflectivity was not much different. X-ray diffraction spectra for the sputtered films demonstrated a preferential growth on (111) plane and the cross-sections of the specimens revealed a dense columnar structure to result in the enhanced adhesion.

• Journal of the Korea Institute of Building Construction
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• v.18 no.6
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• pp.569-576
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• 2018

In modern society, a huge number of the buildings have been constructed with RC structure. RC structures have many structural instabilities due to earthquake, typhoon, construction fault, design phase errors. Therefore, many reinforcement methods are being implemented to solve this problem. In the reinforcement method, the organic epoxy adhesive used in the FRP reinforcing method is abruptly damaged when exposed to high temperature, which is directly connected to the fall of the reinforcing material. Therefore, the present study was conducted to develop inorganic refractory mortar with a certain level of adhesion ability to reduce the heat transferred to FRP reinforcement when exposed to high temperatures. As a result of the test, it showed high adhesion strength at room temperature condition with the inclusion of EVA resin, and showed no performance deterioration up to about $300^{\circ}C$ even under heating conditions. Also, it was confirmed that the backside temperature was lower as the thickness increased, and converged to a constant temperature of about $780^{\circ}C$ after 2 hours of heating.

• Journal of the Korea Concrete Institute
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• v.21 no.6
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• pp.781-788
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• 2009

Mechanical properties of steel-concrete interface were evaluated on the basis of experimental observations. The properties included bond strength, unbounded and bonded friction angles, residual level of friction angle, mode I fracture energy, mode II bonded fracture energy and unbonded slip-friction energy under different levels of normal stress, and shape parameters to define geometrical shape of failure envelope. For this purpose, a typical type of constitutive model of describing steel-concrete interface behavior was presented based on a hyperbolic three-parameter Mohr-Coulomb type failure criterion. The constitutive model depicts the strong dependency of interface behavior on bonding condition of interface, bonded or unbounded. Values of the interface parameters were determined through interpretation of experimental results, geometry of failure envelope and sensitivity analysis. Nonlinear finite element analysis that incorporates steel-concrete interface as well as material nonlinearities of concrete and steel were performed to predict the experimental results.

• Journal of the Korea Concrete Institute
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• v.17 no.4 s.88
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• pp.513-520
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• 2005

The uniform truss mechanism is widely accepted as a shear transfer mechanism in reinforced concrete members. However, the uniform truss action cannot be expected when the bond stress distribution is not constant along longitudinal bars. A test method in which only the truss action takes place is developed and conducted to investigate the truss actions under various bond contributions. Based on the experimental results and analysis, the following findings can be obtained: 1) The bond stress distribution depends on the axial compression force, the amount of shear reinforcement and loading conditions. 2) The analysis using the combined truss model consisting of uniform and fan-shape trusses can predict the experimental results

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.1
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• pp.251-258
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• 2005

Up until now, most protection design has been concerned primarily with concrete's exterior protection from corrosion, its waterproof ability and its reparability. However, there are many cases in which service life of the concrete is shortened because suitability of the type of concrete surface has not been thoroughly investigated in the development process. According1y, this paper presents the development and test of the material for its reparability and its protection against corrosion in the case of wet surfaces (i.e. water supply facilities, sewage systems, and port facilities) in this country. From the test, both A type and B type are excellent for durability in watertightness, chemical resistance and abrasion. Test results of adhesive strength over $15kgf/cm^2$ under both wet and dry conditions, curing conditions and various temperatures conditions were also achieved in field tests.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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• v.3 no.4
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• pp.271-275
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• 1998

Controversial observations on the effect of pre-attached bacteria on the attachment of diatoms to artificial surfaces immersed in seawater have been made. Furthermore, it is not known whether or not pre-attached bacteria on artificial surfaces influence attachment of diatoms in natural seawater. In this study, we used various surfaces to which marine bacteria were pre-attached for different incubation periods. In the first experiment, glass slides were initially attached by marine natural bacteria with different exposure time (0-133 hr) and then immersed into seawater for a certain time period. The attachment of diatoms was not affected by the abundance of pre-attached bacteria (p > 0.05). The maximum abundance of attached diatoms was found on control surfaces, and the minimum abundance on surfaces where attached bacterial abundance was highest. In the second experiment, glass slides and acryl slides, either attached by marine natural bacteria for 6 days or coated by agar, were immersed in seawater. Untreated slides were also employed. On the surfaces of acryl slides with the most abundant attached bacteria ($5.4{\pm}0.02{\times}10^5\;cells\;cm^{-2}$), abundances of attached diatoms were less than those on untreated slides. On the surfaces of glass slides with bacterial abundance of $2.5{\pm}1.0{\times}10^5\;cells\;cm^{-2}$, however, abundances of attached diatoms were not different from those of untreated slides. On the agar-coated slides, the immigration rate and immigration coefficient were on average > 2 folds compared to other surfaces, indicating high rates of diatom attachment on mucilage simulated surfaces. Therefore, it seems that pre-attachment of bacteria is not prerequisite for the attachment of diatoms on artificial surfaces.