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임홍철,박기준,이숭재 한국비파괴검사학회 2000 한국비파괴검사학회지 Vol.20 No.4
콘크리트 내부에 위치한 철근과 공동의 탐사 성능을 파악하기 위해, 상용 비파괴 검사 장비를 이용한 측정과 이론적 모델링을 실시하고, 향상된 신호처리 결과의 예를 제시하였다. 실측에 사용된 장비는 레이더 장비 2종과 전자기법 철근 참사 장비 2종이다. 철근 참사에는 직경 19mm의 철근을, 그리고 공동 탐사에는 두께 50mm의 스티로폼을 콘크리트 시험체 안에 각기 다른 피복 두께로 매립하여 측정하였다. 또한, 철근의 수평 배근 간격 탐사를 위해 두개의 철근을 매립 측정하였다. 실험과 함께 전자기파 모델링 방법을 소개하여, 레이더를 이용한 경우, 철근과 공동이 탐지되는 과정을 이론적으로 보여주었다. 탐사능을 향상시키기 위해, 상용 레이더 장비의 측정 결과를 신호처리 과정을 통해 개선하였다.
레이더를 이용한 콘크리트의 두께 측정과 유효 측정범위 설정에 관한 연구
임홍철,이지훈,손병오 한국비파괴검사학회 2000 한국비파괴검사학회지 Vol.20 No.4
콘크리트 구조물의 성능평가 방법의 하나로 최근 들어 레이더가 널리 쓰이고 있다. 콘크리트 구조물 적용에 대한 레이더법의 발전을 위해서는, 콘크리트의 전자기적 재료 특성과 레이더의 작동원리를 이해하고, 활용하는 체계적인 연구노력이 필요하다. 본 논문에서는 레이더법의 유효 측정범위 설정과 레이더를 이용한 콘크리트의 두께측정 방법을 제시하고, 레이더 측정을 통한 콘크리트의 유전상수 계산 방법을 제안한다. 실험에서는 900mm (길이) × 600mm (폭)에 두께 50mm, 100mm, 150mm, 200mm, 250mm의 콘크리트 시편 5개를 사용하였다.
콘크리트 내 철근 부식도의 비파괴 측정을 위한 수치 해석 모델링
이형우,임홍철 대한건축학회 2003 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.23 No.2(구조계)
The corrosion state of a reinforcing steel bar in concrete, characterized by the electrical impedance of the interface between the steel bar and the concrete, can be measured indirectly with an array of current and voltage electrodes on the concrete surface. The measured impedance, however, depends on the electrical resistivity of the concrete, the depth and diameter of the steel reinforcing bar as well as the interfacial properties. To relate the measured impedance directly to the interfacial properties, a closed form solution to the governing Poisson's equation for the potentials from arbitrary current sources in the vicinity of the reinforcing bar have been applied to an numerical analysis model. The solution uses an impedance boundary condition for the complex impedance at the steel-concrete interface. The response of an arbitrary corrosion state can be simulated in this model by embedding the appropriate complex, frequency-dependent impedance at the interface and computing the voltage/current response that would be measured for an arbitrary placement of electrodes on the concrete surface. This simulation confirms that important parameters of the interfacial impedance controlling corrosion kinetics such as polarization resistance and double layer capacitance are clearly observed in the measured surface data.
Measurements of dielectric constants of soil to develop a landslide prediction system
Rhim, Hong Chul Techno-Press 2011 Smart Structures and Systems, An International Jou Vol.7 No.4
In this study, the measurements of the dielectric constants of soil at 900 MHz and 1 GHz were made to relate those properties to the moisture content of the soil. This study's intention was to use the relationship between the dielectric constant and the moisture content to develop a landslide prediction system. By monitoring the change of the moisture content within the soil using ground penetrating radar (GPR) systems in the field, the possibility of a landslide is expected to be detected. To establish a database for the dielectric constants and the moisture content, the measurements of soil samples were made using both an open-ended dielectric coaxial probe and the GPR. Based on the measurement results, correlations between the GPR and reflector for each frequency at 900 MHz and 1 GHz were found for the dielectric constants and the moisture content. Finally, the mechanism of the measurement device to be implemented in the field is suggested.
Characteristics of Pressure Confined Concrete under Monotonic Compression
Rhim, Hong-Chul,Buyukozturk, Oral,Soon, K. A,Kim, Gwang-Ho Korea Concrete Institute 2001 KCI concrete journal Vol.13 No.1
Tests of cylindrical concrete specimens under lateral confining pressure of up to 5,000 psi were conducted for two different axial loading cases: monotonic compression and monotonic tension. The purpose of this experimental investigation is to provide stress-strain characteristics of plain concrete in triaxial stress conditions. Lateral confining pressure levels, loading rates, and strength of concrete specimens are varied as parameters. The loading rates are $34.75$\times$10^{-5}$ in/in/sec for fast, $\times$$6.95x10^{-5}$ in/in/sec for normal. and $0.579$\times$10^{-5}$ in/in/sec for slow loading cases. The concrete specimens used in the experiment have compressive strength of 3,500 psi and 6,500 psi, respectively. Findings of this experiment include dependency of the stress-strain behavior of concrete on the above parameters under two different types of loading conditions. The parametric study includes a series of 106 triaxial tests.
Rhim Hong Chul 한국지진공학회 1998 한국지진공학회논문집 Vol.2 No.3
In this paper, the necessity of developing effective nondestructive testing and monitoring techniques for the evaluation of structural integrity and performance is described. The evaluation of structural integrity and performance is especially important when the structures and subject to abrupt external forces such as earthquake. A prompt and extensive inspection is required over a large area of earthquake-damaged zone. This evaluation process is regarded as a part of performance-based design. In the paper, nondestructive testing and monitoring techniques particularly for concrete structures are presented as methods for the evaluation of structural integrity and performance. The concept of performance-based design is first defined in the paper followed by the role of evaluation of structures in the context of overall performance=based design concept. Among possible techniques for the evaluation, nondestructive testing methods for concrete structures using radar and a concept of using fiber sensor for continuous monitoring of structures are presented.
Imaging of Steel Bars Embedded inside Mortar Specimens for Nondestructive Testing
Rhim, Hong-Chul,Park, Kyung-Hyun Korea Concrete Institute 2000 KCI concrete journal Vol.12 No.1
Ground Penetrating Radar (GPR) with 1 GHz antenna has been used to locate a steel bar embedded inside laboratory-prepared mortar specimens. Four mortar specimens are made with the dimensions of 100 cm (length) x 100 cm (width) x 14 cm (depth). One specimen had no bars and the other three specimens had a Dl9 steel bar at 4, 6. and 8 cm depth. As a part of the experimental work, the dielectric constants of mortar specimens are measured during curing. As the curing time increased. the dielectric constant decreased with decreasing moisture content inside the specimen. The steel bar embedded inside mortar specimens has been successfully identified in all three cases. The results using signal processing scheme developed in this study significantly improved the output of a commercially available radar system.