• 비파괴검사학회지
• /
• 제5권1호
• /
• pp.9-23
• /
• 1985

Boshin-Kak Bell, which is one of the largest bells, is located at Chong-Ro Square in the center of Seoul. The bell has been struct early morning and late evening for time-report since the 14th century in Lee Era. Therefore Boshin-Kak Bell has been an intimate old friend of Seoul citizen more than 500 years. Unfortunately, motal large cracks were found inside this bell in the horizontal and vertical directions in 1979. The present paper has investigated the propagated bell-crack by ultrasonic flaw detecting method, and the stress level, bell vibration and weight measurement by electric wire resistance strain gauge method. The results indicate that they are useful for further study of Korean bell by nondestructive test.

• 비파괴검사학회지
• /
• 제2권1호
• /
• pp.10-16
• /
• 1982

This study was carried out to measure the flaw height of welds in consideration of the effective probe angle in ultrasonic oblique detection. Specimens with inserted artificial flaws were made and flaw heights were estimated from detecting these specimens. Two different methods were applied to estimate flaw heights. From the result of the experiment, flaw height could be measured within the accuracy of 15% percent error and the difference between the probe distance method and beam path method is about 5% relatively small. It is considered that the results obtained this experimental study could be helpful informal ions for measuring flaw height.

• 비파괴검사학회지
• /
• 제21권4호
• /
• pp.371-382
• /
• 2001

The recognition of such natural wave guides as plates, rods, hollow cylinders, multi-layer structures or simply an interface between two materials combined with an increased understanding of the physics and wave mechanics of guided wave propagation has led to a significant increase in the number of guided wave inspection applications being developed each year. Of primary attention Is the ability to inspect partially hidden structures, hard to access areas, and teated or insulated structures. An introduction to some physical consideration of guided waves followed by some sample problem descriptions in pipe, ice detection, fouling detection in the foods industry, aircraft, tar coated structures and acoustic microscopy is presented in this paper. A sample problem in Boundary Element Modeling is also presented to illustrate the move in guided wave analysis beyond detection and location analysis to quantification.

• 비파괴검사학회지
• /
• 제21권4호
• /
• pp.383-390
• /
• 2001

Long-range guided wave inspection is a new emerging technology for rapidly and globally inspecting a large area of a structure from a single test location. This paper describes a general overview of the guided wave properties and its application for long-range inspection of structures the principle and instrument system for a guided wave inspection technology called "magnetostrictive sensor (MsS)" that generates and detects guided waves electromagnetically in the material under testing, and examples of long-range guided wave inspection of structures that can be accomplished using the MsS.

• 비파괴검사학회지
• /
• 제21권4호
• /
• pp.391-397
• /
• 2001

비균질 적층 구조물에서의 유도초음파 전파는 이론적 분산성에 기초하여 실험적으로 규명된다. 이는 입사각도와 주파수의 적절한 선택은 적층 구조물에서의 유도초음파 발생에 중요하나는 깃을 드러낸다. 이론적 분산성은 접착층 두께와 층 두께, 물성치에 크게 의존한다. 실험적으로 분산성의 변화를 관찰하므로 비균질 적층 구조물의 접착층 두께를 측정하는 것이 가능하였다.

• 비파괴검사학회지
• /
• 제21권4호
• /
• pp.434-438
• /
• 2001

봉에서 전파하는 비틀림파를 발생시키는 압전 비틀림 파동 변환기를 제작하였다. 비틀림 파동을 발생시키는 원리는 원주방향으로 분극된 압전 원판에 인가된 두께 방향 전압에 의해 나타나는 원주방향 전단운동이다. 압전 비틀림 원판을 제작한 후, 공진 주파수를 낮추기 위하여 랑주방(Langevin)형 비틀림 변환기를 제작하였다. 제작된 변환기들의 공진 주파수를 측정한 결과, 해석에 의해 예상된 특성과 잘 일치하였다.

• 비파괴검사학회지
• /
• 제13권3호
• /
• pp.14-23
• /
• 1993

가시화 시험을 통하여 시험편에 부착된 초음파 진동자의 공진주파수의 측정을 시도하였다. 그 결과 시험편에 부착되어 있는 진동자의 공진주파수는 진동자 자체만의 공칭 공진주파수 보다 훨씬 낮게 나타났고, 그 정도는 주파수가 높은 진동자일수록 심하게 나타나는 것을 볼 수 있었는데, 이론적인 해석에 의한 검증 결과 그 원인이 진동자 보호용 알루미늄 판재의 공진에 의한 것으로 판명되었다.

• 비파괴검사학회지
• /
• 제30권1호
• /
• pp.54-59
• /
• 2010

After the advent of B787(Boeing Co.), a civil aircraft using composite materials more than 50% of it total structural weight for weight savings，best performances and efficiencies, various endeavors to develop and apply the state of art of structural health monitoring(SHM) technologies for composite aircraft have been made for many years. Despite their plentiful advantages composite aircraft structures are susceptible to the hidden or barely visible impact damages(BVID) and excessive loads that if unchecked may lead to lower structural integrity, loss of operational performance and finally a sudden catastrophic failure of the aircraft structure. In this paper background of SHM technology and relevant technologies for application of SHM technology to the composite aircraft in the near future and requirements for certification of SHM system are shortly presented.

• 비파괴검사학회지
• /
• 제31권6호
• /
• pp.626-634
• /
• 2011

The investigation of concrete structure typically relies on visual inspection which is one of the basic inspection techniques. Image processing techniques play a crucial role in the growing field of automatic surface inspection technique. However, kinds of inspection equipment, environmental condition and detection algorithm have much influence on the reliability of inspection result. This paper proposes a verification method and testing procedure for the reliability of inspection results and surveys characteristics of image acquisition systems and crack inspection algorithms.

• 비파괴검사학회지
• /
• 제31권6호
• /
• pp.616-625
• /
• 2011

Ensuring the designed prestress force is very important for the safety of prestressed concrete bridge. The loss of prestress force in tendon could significantly reduce load carrying capacity of the structure. In this study, an automated prestress-loss monitoring system for prestressed concrete girder using PZT-interface and wireless impedance sensor node is presented. The following approaches are carried out to achieve the objective. Firstly, wireless impedance sensor nodes are designed for automated impedance-based monitoring technique. The sensor node is mounted on the high-performance Imote2 sensor platform to fulfill high operating speed, low power requirement and large storage memory. Secondly, a smart PZT-interface designed for monitoring prestress force is described. A linear regression model is established to predict prestress-loss. Finally, a system of the PZT-interface interacted with the wireless sensor node is evaluated from a lab-scale tendon-anchorage connection of a prestressed concrete girder.