• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2014년도 추계학술대회 논문집
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• pp.545-547
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• 2014

The portable vibration signal-based pipe wall thinning inspection device was developed in this work. Compared to wall-thinning detection using conventional ultrasonic thickness measurement gauge, the proposed device can estimate average wall thickness of wide range and be applied to in-service pipes. The measurement principle of the device was briefly described and the configrations of hardware and software were explained. It was shown that the device can gauge average wall-thickness of test specimens with high precision.

• Restorative Dentistry and Endodontics
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• 제19권1호
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• pp.73-84
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• 1994

Using a model system that can compare the before and after of canal preparation in the same tooth, we measured the area of the cross section, and canal wall thickness of the distal portion of the mesial root of the mandibular molar, and compared the amount of reduction in the canal using hand flared preparation the Gates-Glidden drill flared preparation according to the changes in the MAF. The results were as follows. 1. After canal preparation, the canal wall thickness had no significant difference between the hand flared preparation and Gates-Glidden drill flared preparation. 2. The canal wall thickness, after canal preparation, there was no significant difference between the sizes of the MAF. 3. The area variation range of each cross section of root had no significant difference between MAF size and methods of canal preparation. 4. After canal preparation, the frequency of the canal wall thickness under 0.5mm showed 3.5mm below the furcation to be the most frequent with statistical significance(p<0.05). 2mm below the furcation and 5mm below the furcation followed but there was no statistical significance. 5. The danger zone of the mesial root of the mandibular molar seems to be around 3.5mm.

• International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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• 제5권1호
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• pp.58-63
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• 2002

This paper presents a mechanical design of the deepwater pipeline wall thickness using the recent design rules. Characteristics and limitations of the new codes were identified through a case study design in the Gulf of Mexico. In addition to the ASME, API, and DVD codes, the code of federal regulations (CFR) was also utilized in the design. It was found that conservatism still exists within the collapse prediction for water depth greater than 1500 m. Comparision of the results from DNV and API codes were presented.

• 한국분무공학회지
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• 제28권2호
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• pp.68-74
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• 2023

In this study, the thickness of the liquid sheet formed by a low speed impinging jet onto a wall was measured by the direct contact method. The spatial distribution characteristics of the sheet thickness in the radial and circumferential directions, and the effects of jet velocity and liquid viscosity were analyzed. The measurement results were compared with the theoretical predictions for two impinging jets. The wavy surface was observed for low viscosity water, but not for high viscosity glycerol solutions. The sheet thickness decreased as the circumferential angle or the distance from the impinging point increased. The sheet thickness increased as the liquid viscosity increased. Comparison with the theoretical predictions showed some differences from the measurement results.

• 구강회복응용과학지
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• 제27권3호
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• pp.285-292
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• 2011

이번 연구는 전산화단층촬영법 (computed tomography)을 이용하여 상악동 측벽의 두께를 측정하고, 상악동 거상술을 위한 측벽창 (lateral wall window)형성 시 가장 적절한 수직적 위치를 평가하고자 한다. 상악동 거상술이 필요한 30명 환자의 전산화단층촬영 방사선영상을 대상으로 분석하였다. 상악동 측벽의 두께는 상악동 하연을 기준으로 수직적 위치에 따라 분류하고, 3회 반복 측정하여 평균을 구하였다. 상악동 측벽의 두께는 상악동 하연 (sinus inferior border, SIB)을 기준으로 상방 2 mm (SIB + 2) 까지는 2 mm 이상으로 관찰되었고, 상악동의 하연을 기준으로 3 mm 상방 (SIB + 3)에서는 2 mm 미만으로 나타났다. 이번 연구에서 근거하여 측방 접근법을 이용한 상악동 거상술에서 측벽창의 위치는 상악골의 하연을 기준으로 약 3 mm 상방에서 형성하는 것이 적절할 것으로 사료된다.

• Restorative Dentistry and Endodontics
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• 제32권1호
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• pp.9-18
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• 2007

이 연구의 목적은 와동벽에서 다른 위치에서의 상아질 접착제의 두께를 평가하고, 이런 다양한 접착제의 두께와 미세 인장 강도 사이의 관계를 평가하기 위한 것이다. 여섯 개의 인간 대구치에 모든 상아질 면이 노출되도록 I급 와동을 형성하였다 3개의 치아는 filled adhesive ($Clearfil^{TM}$ SE bond)를 와동 내에 도포하였고, 다른 3개의 치아는 unfilled adhesives ($Scotchbond^{TM}$ Multi Purpose)를 도포하였다. 형광 현미경을 이용하여 접착층의 형태와 두께를 관찰하였다. 접착제의 두께는 수직 와동벽을 따라 와동 변연, 와동벽 1/2, 와동 내각의 세 지점에서 측정되었다. $Scotchbond^{TM}$ Multi Purpose와 $Clearfil^{TM}$ SE bond가 와동 변연과 와동벽 1/2, 와동 내각에서의 접착제의 두께를 재현하여 미세 인장 결합 강도를 측정하였다. 이 실험의 결과에서 두 가지 상아질 접착제 모두에서 와동 내각에서의 접착제의 두께가 와동 변연과 와동벽 1/2위치에서의 두께보다 두꺼웠으며, 와동 내각의 두꺼운 접착제의 미세 인장 결합 강도는 와동 변연과 와동벽 1/2에서의 얇은 접착제 두께의 미세 인장 결합 강도보다 유의성 있게 높게 나타났다.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2002년도 춘계학술대회 논문집
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• pp.17-22
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• 2002

Mechanical design of a deepwater pipeline wall thickness was performed by using the recent design rules. Characteristics and limitations of the new design rules were identified through a case study of a deepwater oil pipeline in the Gulf of Mexico. A design procedure was established for mechanical design of deepwater pipeline wall thickness. Comparison of the new API and DNV codes are presented.

• 한국전산구조공학회논문집
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• 제21권1호
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• pp.103-111
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• 2008

본 연구의 목적은 초고층건물의 콘크리트 전단벽 아웃리거 두께를 산정하는 방법을 찾는 것이다. 이를 위해서 먼저 60층 규모의 초고층건물 해석모델을 생성하고 구조해석을 수행하였다. 다음에는 해석결과를 이용하여 아웃리거로 인한 하중 전달방식과 변형 양상의 변화를 고찰하고 이를 바탕으로 아웃리거 두께 산정식을 제안하였다. 마지막으로 해석모델을 다양하게 변화시켜 제안식의 타당성을 검토하였다.

• 한국해양공학회지
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• 제26권2호
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• pp.1-7
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• 2012

DNV-OS-F101 includes the concept development, design, construction, operation,and abandonment of offshore pipeline systems. The main objective of this offshore standard (OS) is to ensure that pipeline systems are safe during the installation and operational period. The pipeline design philosophy also includes public safety and environmental protection. The mechanical wall thickness design of a pipeline shall follow the design objectives and safety philosophy. This new design code includes a very sophisticated design procedure to ensure a safe pipeline, public safety, and environmental protection. This paper presents the results of a parametric study for the wall thickness design of offshore pipelines. A design matrix was developed to cover the many design factors of pipeline integrity, public safety, and environmental protection. Sensitivity analyses of the various parameters were carried out to identify the impacts on offshore pipeline design.

• Structural Engineering and Mechanics
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• 제70권5호
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• pp.563-570
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• 2019

To analyze the seismic reliability of concrete rectangular liquid storage structures (CRLSSs), assuming that the wall thickness and internal liquid depth of CRLSSs are random variables, calculation models of CRLSSs are established by using the Monte Carlo finite element method (FEM). The principal stresses of the over-ground and buried CRLSSs are calculated under three rare fortification intensities, and the failure probabilities of CRLSSs are obtained. The results show that the seismic reliability increases with the increase of wall thickness, whereas it decreases with the increase of liquid depth. Between the two random factors, the seismic reliability of CRLSSs is more sensitive to the change in wall thickness. Compared with the over-ground CRLSS, the buried CRLSS has better reliability.