• 기계와재료
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• v.9 no.3 s.33
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• pp.88-103
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• 1997

• JOURNAL OF ELECTRICAL WORLD
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• no.12 s.204
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• pp.34-41
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• 1993

• Journal of Conservation Science
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• v.25 no.4
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• pp.383-398
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• 2009

We have investigated chemical properties of the pigments and carried out the deterioration diagnosis using nondestructive techniques of the wall painting in Yaksajeon Hall of Gwanyongsa Temple. As the results of pigments analysis, it was unusual that the cobalt was detected in the blue and green colors used to traditional paint background. According to the deterioration diagnosis, ultrasonic measurement and infrared thermography, dominant cracks and exfoliation caused by high content of moisture. Therefore, it should be devised effective plan to prevent penetration of water for the long term this wall painting.

• Journal of the Korean Society for Nondestructive Testing
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• v.19 no.2
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• pp.129-144
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• 1999

플랜트와 같은 장치산업은 내구성 구조물이므로 사용중에 열화가 발생하는 것은 필연적이다. 특히 고온, 고압의 부식환경하에서 사용되는 설비는 손상이 심하므로 가동중에 돌발적인 고장이 발생하여 플랜트의 가동을 중지하거나 파손사고가 일어나 생산손실은 물론 경우에 따라서는 안전사고의 발생, 환경오염 등 사회적인 문제를 일으키므로 이들 설비의 경년열화 실체를 충분히 이해하고 대책을 수립하는 것은 대단히 중요하다. 따라서 본고에서는 장치산업에서 발생하는 열화현상(재료의 연화, 경화 및 취화, 크리프, 피로, 부식, 마모 등)중 손상의 주류를 이루는 연화, 경화 및 취화, 크리프 피로에 대하여 기본적인 손상기구(damage mechanism)와 비파괴적 진단 및 평가 방법에 주안점을 두어, 현재 국내의 각종 플랜트 진단에 실용화된 기술을 해설하여 이 분야에 종사하는 관계자 여러분의 이해에 조금이라도 기여코자 한다.

• Magazine of the Korea Institute for Structural Maintenance and Inspection
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• v.17 no.3
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• pp.36-46
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• 2013

• Magazine of the Korea Institute for Structural Maintenance and Inspection
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• v.19 no.4
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• pp.36-38
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• 2015

• Tunnel and Underground Space
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• v.14 no.1
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• pp.35-42
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• 2004

Impact-echo is a method for non-destructive testing of concrete structure. This method is based on the use of impact-generated stress wave which is propagated and reflected from internal flaws within concrete structure and external surface. In this study, we performed non-destructive testing using impact-echo methods for safety diagnosis of civil engineering and building structures. There are testing cases for the three models having one-dimensional form ; The first case is the measurement of thickness change of the model, the second is the detection of cavity in the model, and the third is the predictions of the lining thickness and the position of the cavity under tunnel lining condition.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.4
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• pp.217-226
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• 2005

This study made member specimen for taking specimen, core with the concrete mixing normal concrete, admixture and conducted the same air curing as field conditions. After performing destructive and nondestructive test by age, estimate expression was suggested by analyzing correlations between compressive strength, rebound number and ultrasonic pulse velocity and the results are as follows. As a result of comparing error rate of existing expressions and this estimation expression, error rate of this estimation is reduced compared to existing expressions and has higher reliability. When conventional concrete expression is applied to admixture concrete, error rate occurs and then this study suggests the estimation expressions depending on types of admixture concrete.

• 전기의세계
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• v.45 no.3
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• pp.3-15
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• 1996

본 고에서는 케이블 시스템 진단을 위하여, 열화 현상의 확인, 관련된 성질 변화의 측정과 검출방법의 개발 및 운전 지침등에 대해, 관련 문헌에 대한 조사를 토대로 정리하였으며, 이론적인 접근보다는 실제적인 것을 채택하고 케이블 사용자에 적용될 수 있는 방법을 제시하고자 하였다. 진단 시험에 대해서는, 진단법을 다루었거나, 현장이건 아니건 다양한 시험을 고려할 때 진단 시험으로서 정의 -"운전조건에서 케이블이나 액세서리의 사고에 원인이 될 수 있는 열화 현상을 평가하고 찾아내는 것"- 할 수 있다면 본 고에 포함시켰다. 따라서, 사고가 발생되어 교체된 케이블 샘플에 대한 실험실 시험과 현장에서의 비파괴 시험은 모두 진단시험으로 간주하여 정리하였다. 본 고에서는 고전압 OF 케이블과 사출케이블 및 액세서리에 대해 다루었으며, 열화 현상보다는 진단법에 주력하였고 DC 케이블은 제외하였다.이블은 제외하였다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.3 no.1
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• pp.37-50
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• 2001

Recently, as tunnel structure is getting old, many deformations and defects have been occurred. As tunnel has the characteristics of underground structure, the estimation of the cause of deformation is very difficult. Then, it is necessary to investigate the state of tunnel lining and to estimate the deformation cause and safety for tunnel. In this study, inspection and diagnosis system for effective maintenance in tunnel was researched. Firstly, non-destructive techniques such as GPR (ground penetrating radar), impact echo test, and infrared thermal techniques were applied to tunnel lining inspection. Tunnel lining analysis system was developed to analyze the stability of tunnel. And, tunnel soundness evaluation system was developed to find the probable causes and indicate the method for repair and reinforcement for tunnel.