• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
• /
• pp.707-711
• /
• 1998

Ultrasonic test usually was used for defect detection, crack depth measurements and strength estimation of hardened concrete. The essence of the pulse velocity method is that the transition time of an ultrasonic longitudinal pulse is measured in concrete. Ultrasonic velocity was propagated to the age of concrete, made a radical change at that time when concrete was setted. This study which monitored the change in a concrete by ultrasonic test was performed to estimate initial setting and final setting.

• 한국구조물진단유지관리공학회 논문집
• /
• 제11권6호
• /
• pp.181-192
• /
• 2007

외부 강선의 긴장력 측정 기법은 국내의 경우, 거의 전무한 연구 실적을 가지고 있는 실정이다. 따라서 본연구의 목적은 강선의 긴장력을 유도 초음파법을 이용하여 측정하는 것으로 이를 위하여 시험용 웨지 및 측정 시스템을 설계 제작하여 강선에 가하여지는 긴장력 변화에 따른 초음파의 특성을 분석하여 그 상관관계를 도출하고, 이를 기반으로 초음파 특성 변화로부터 강선에 가하여지는 긴장력을 측정할 수 있는 기법을 개발하고자 한다. 이에 긴장력-속도변화의 관계식들을 구하여 제시하였으며, 제시된 식들의 오차는 약 3.92~8.77%로 나타나 현장적용이 가능할 것으로 판단된다.

• 한국농업기계학회:학술대회논문집
• /
• 한국농업기계학회 1996년도 International Conference on Agricultural Machinery Engineering Proceedings
• /
• pp.344-353
• /
• 1996

A fundamental study was conducted to obtain the basic data involved in nondestructive quality evaluation of the fruit and vegetables. An experimental equipment for ultrasonic propagation characteristics of the fruit and vegetables such as radish , carrot , potato, and apple was set up and also power spectrum analysis system of an ultrasonic wave through the fruit and vegetables was set up. The velocity and attenuation of ultrasonic wave through the tissue specimens from the fruit and vegetables were measured and analyzed. The elastic modulus and density by the mechanical method currently used were compared with those using by ultrasonic method. The ultrasonic tranit time was almost linearly increased with the length of the specimens and attenuation of ultrasonic was mainly affected by the internal flbrous structure of the products. The regression equation was derived from the highly correlated experimental variables.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2016년도 추계 학술논문 발표대회
• /
• pp.146-147
• /
• 2016

Concrete has been recognized as a material which is resistant to high temperatures, but chemicophysical property of concrete is changed by the high temperature. So, mechanical properties of concrete may be reduced. So, concrete at high temperature is evaluated mechanical properties for safety inspection. However, research of ultrasonic method is not much. Therefore, the purpose of this study is to NDT(non-destructive test) of 30, 70, 110MPa concrete exposed high temperature using ultrasonic pulse velocity.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2019년도 추계 학술논문 발표대회
• /
• pp.126-127
• /
• 2019

Ultrasonic method is useful in determining the compressive strength of concrete as a nondestructive testing technique. As the velocity of the ultrasonic wave changes depending the aging of fresh concrete, it is possible to use the ultrasonic method to measure the degree of concrete curing on site. Recently, the use of steel reinforced concrete is ever increasing. This study is to examine the effect of aging concrete on the velocity of ultrasonic wave so that the compressive strength of concrete can be predicted in the presence of steel inclusions.

• 한국에너지공학회:학술대회논문집
• /
• 한국에너지공학회 1998년도 추계 학술발표회 논문집
• /
• pp.150-160
• /
• 1998

Measuring temperature with ultrasonic wave apparatus is desirable in the case of both below 300$0^{\circ}C$ and ideal gas because of the fact that the temperature of gas is the function of only sound velocity. In this study, being used a heatable wind channel and a blower, the variation of temperature is observed in accordance with diverse flow rate(air velocity). The frequency modulation method is used to measure the temperature which is varying in hot air flow till 10$0^{\circ}C$. The length changed in the position of ultrasonic sensors is considered. Also, the effects of air velocity at the same temperature and various facing angles of ultrasonic sensors are considered. As a result of this study, it has been found that the temperature in gas flow is correctly measured regardless of both the distance of ultrasonic sensors and the variation of air velocity, and that there is just a little influence of facing angles.

• Structural Engineering and Mechanics
• /
• 제75권4호
• /
• pp.435-444
• /
• 2020

Ultrasonic guided wave testing is a very promising non-destructive testing method for rails, which is of great significance for ensuring the safe operation of railways. On the basis of the semi-analytical finite element (SAFE) method, a analytical model of 59R2 grooved rail was proposed, which is commonly used in the ballastless track of modern tram. The dispersion curves of ultrasonic guided waves in free rail and supported rail were obtained. Sensitivity analysis was then undertaken to evaluate the effect of rail elastic modulus on the phase velocity and group velocity dispersion curves of ultrasonic guided waves. The optimal guided wave mode, optimal excitation point and excitation direction suitable for detecting rail integrity were identified by analyzing the frequency, number of modes, and mode shapes. A sinusoidal signal modulated by a Hanning window with a center frequency of 25 kHz was used as the excitation source, and the propagation characteristics of high-frequency ultrasonic guided waves in the rail were obtained. The results show that the rail pad has a relatively little influence on the dispersion curves of ultrasonic guided waves in the high frequency band, and has a relatively large influence on the dispersion curves of ultrasonic guided waves in the low frequency band below 4 kHz. The rail elastic modulus has significant influence on the phase velocity in the high frequency band, while the group velocity is greatly affected by the rail elastic modulus in the low frequency band.

• 한국소음진동공학회논문집
• /
• 제20권11호
• /
• pp.1078-1088
• /
• 2010

In order to analyze the quantitative characteristics of acoustic streaming, experimental setup of 3-D stereoscopic PIV(particle imaging velocimetry) was designed and quantitative ultrasonic flow fields in the gap between the ultrasonic vibrator and heat source were measured. Utilizing acoustic streaming induced by ultrasonic vibration, surface temperature drop of cooling object was also measured. The study on smart cooling method by acoustic streaming induced by ultrasonic vibration was performed due to the empirical relations of flow pattern, average flow velocity, different gaps, and enhancement on cooling rates in the gap. Average velocity fields and maximum acoustic streaming velocity in the open gap between the stationary cylindrical heat source and ultrasonic vibrator were experimentally measured at no vibration, resonance, and non-resonance. It was clearly observed that the enhancement of cooling rates existed owing to the acoustic air flow in the gap at resonance and non-resonance induced by ultrasonic vibration. The ultrasonic wave propagating into air in the gap creates steady-state secondary eddy called acoustic streaming which enhances heat transfer from the heat source to encompassing air. The intensity of the acoustic streaming induced by ultrasonic vibration experimentally depended upon the gap between the heat source and ultrasonic vibrator. The ultrasonic vibration at resonance caused the increase of the acoustic streaming velocity and convective heat transfer augmentation when the flow fields by 3D stereoscopic PIV and temperature drop of the heat source were measured experimentally. The acoustic streaming velocity of air enhancement on cooling rates in the gap is maximal when the gap agrees with the multiples of half wavelength of the ultrasonic wave, which is specifically 12 mm.

• 비파괴검사학회지
• /
• 제19권4호
• /
• pp.259-269
• /
• 1999

최근 초음파속도법과 충격반향기법 등과 같이 탄성파를 이용한 비파괴검사 방법이 콘크리트의 강도나 탄성계수를 결정하는데 유용하게 사용되고 있다. 하지만 탄성파 속도에 영향을 미치는 다양한 인자들이 고려되지 않은 상태에서 비파괴검사가 행해지고 있어 실제로 만족할 만한 결과를 주지 못하고 있다. 이 연구에서는 다양한 영향인자들 중에서 특히 콘크리트의 수분함유량이 종파 속도에 미치는 영향정도를 실험을 통해 조사하였다. 콘크리트 내부의 수분함유량이 감소하면, 즉 콘크리트가 건조해지면 종파 속도는 점점 감소하며, 충격반향기법에 의해 측정된 막대파 속도가 초음파 속도보다 수분의 영향을 더 많이 받는 것으로 나타났다. 또한 기건양생하에서는 재령이 증가함에 따라 수분함유량이 감소하게 되어 콘크리트의 종파 속도는 거의 증가하지 않는 반면에 강도는 점차적으로 증가하는 경향을 보이기 때문에 종파 속도와 콘크리트 강도의 상관관계 설정시 이를 반드시 고려해야 할 것으로 판단된다.

• 비파괴검사학회지
• /
• 제14권2호
• /
• pp.90-100
• /
• 1994

초음파의 속도는 재료의 성질 연구에 폭넓게 사용되고 있다. 본 논문에서는 탄화규소(SiC)와 같은 구조용 세라믹스에서 기공으로 인한 밀도 변화를 미시역학 모델과 초음파의 속도 측정으로부터 결정할 수 있는 비파괴 평가법을 연구하였다. 기공의 특성은 재료의 탄성계수에 민감한 영향을 미치며, 따라서 제시한 미시역학 모델은 기공의 모양과 방향을 모두 고려할 수 있으며, 또한 기공 사이의 상호 작용을 반영하므로 기공량이 높은 경우에도 적용이 가능하다. 이론 밀도의 약 85-100% 밀도를 가진 SiC 시편들의 초음파 속도를 접촉식, 펄스겹침법(pulse overlap method)을 이용하여 측정하였으며, 속도-밀도 (또는 기공) 사이에 좋은 선형 관계가 있는 것으로 나타났다. 측정한 종파 또는 횡파 속도값과 모델로부터 기공의 부피 분율과 밀도를 계산하는 절차를 소개하였으며, 계산한 밀도값은 아르키메데스의 방법으로 측정한 값과 잘 일치하였다.