• 한국기계가공학회지
• /
• 제16권3호
• /
• pp.100-106
• /
• 2017

A universal outer diameter measurement module was developed using a linear variable differential transformer (LVDT). This outer diameter measurement module enables simultaneous measurement of outer diameter, displacement, and perpendicularity of bench-type high-precision products by combining analogue and digital measurement principles with mechanically precise and fine adjustment functions. The developed module showed a performance of 0.001mm in measurement resolution, 0.001mm in measurement accuracy, reference surface abrasion lower than Ra 0.1864, and measurement stability of 0.002mm. Therefore, we have acquired domestic measurement technology to improve productivity by securing technical competitiveness for universal diameter measurement technology, lower production costs through import substitution, and increased quality of products with more precise measurement technology. Furthermore, a substitution effect is expected for expensive import measurement system equipment used in production, research, and inspection sites in industries that produce precision processing products such as automobile and machine components.

• Steel and Composite Structures
• /
• 제24권5호
• /
• pp.615-633
• /
• 2017

Fatigue crack initiated in welded tubular joints due to cyclic loading may produce harmful effect on the integrity of the tubular structures. To study such effect, both fatigue and static tests on nine circular tubular T-joint specimens made of carbon steel materials were carried out. The specimens were subjected to tensile loading in both fatigue and static tests. The load-displacement relation, the crack propagation and the failure mode of the specimens are all analyzed. The deterioration of the static strength of the cracked T-joints is also investigated and evaluated through an area reduction factor. Experimental results indicate that the static strength of a tubular T-joint with a surface crack seems to decrease slightly while a through crack has relatively remarkable effect on the reduction of the static strength. Additionally, experimental results also show that the toughness of the materials and the geometry of the specimens play an important role on the failure process of cracked tubular T-joints.

• Maxillofacial Plastic and Reconstructive Surgery
• /
• 제29권3호
• /
• pp.250-254
• /
• 2007

Dentigerous cysts are the most common type of developmental odontogenic cysts. They form as a result of a separation of the follicle from around the crown of an unerupted tooth. Usually this lesion can be asymptomatic. Such cysts are often discovered accidently on inspection of x-rays. In other advanced cases, cortical bone expansion, displacement of teeth, secondary infection can be observed. The treatment of dentigerous cyst is enucleation. And according to size, location of lesion and environmental structure marsupialization can be considered. However, Marsupialization takes long treatment time and, cystic tissues are remained so secondary surgery may be needed for total removal., Risks of oroantral fistula, damage on maxillary sinus wall and infraorbital nerve can be considered as complications of conventional surgical treatment of cysts located in maxillary sinus. We treated third molar origin dentogerous cyst located in maxillary sinus removing endoscopically both the tooth and an associated dentigerous cyst. We report our clinical experience with literature review.

• Steel and Composite Structures
• /
• 제17권6호
• /
• pp.851-865
• /
• 2014

Full penetration welded steel moment-resisting frame (SMRF) structures with welded box sections are widely employed in steel bridges, where a large number of steel bridges have been in operation for over fifty years in Japan. Welding defects such as incomplete penetration at the beam-column connections of these existing SMRF steel bridge piers were observed during inspection. Previous experiments conducted by the authors' team indicate that gusset stiffeners (termed fillets in this study) at the beam-web-to-column-web joint of the beam-column connections may play an important role on the seismic performance of the connections. This paper aims to experimentally study the effect of the fillet radius on seismic performance of the connections with large welding defects. Four specimens with different sizes of fillet radii were loaded under quasi-static incremental cyclic loading, where different load-displacement relations and cracking behaviors were observed. The experimental results show that, as the size of the fillet radius increases, the seismic performance of the connections can be greatly improved.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 춘계학술대회논문집B
• /
• pp.706-711
• /
• 2001

This paper represents a relaxation matching algorithm based on global structure constraint satisfaction. Relaxation matching algorithm is a conventional approach to the matching problem. However, we confronted some problems such as null-matching and multi-matching problems by just using the relaxation matching technique. In order to solve the problems, in this paper, the matching problem is regarded as constraint satisfaction problem, and a relaxation matching algorithm is proposed based on global structure constraint satisfaction. The proposed algorithm is applied a landslide picture to show the effectiveness. When the algorithm is processed at landslide inspecting and monitoring system, motion parameters such as displacement area and its direction are computed. Once movement is recognized, displacements are estimated graphically with statistical amount in the image plane. Simulation has been done to prove the proposed algorithm by using time-sequence image of landslide inspection and monitoring system.

• 대한기계학회논문집A
• /
• 제21권6호
• /
• pp.918-924
• /
• 1997

A method for measuring the accuracy of rotating objects was studied. Rotating axis errors are significant; such as the spindle error of a manufacturing machine which results in the surface roughness of machined work pieces. Three capacitance type displacement sensors were used to measure the rotating master ball position. The sensors were mounted to the three orthogonal points on the spindle axis. The measurement data were analyzed and shown for rotating spindle accuracy, not only for average roundness error but also for spindle volumetric positional error during the revolutions. This method is simple and economical for industrial field use with regular inspection of rotating machines using portable equipment. Measuring and analyzing time using this method takes only a couple of hours. This method can also measure microscopic amplitude and 3-dimensional direction of vibrating objects.

• Earthquakes and Structures
• /
• 제10권3호
• /
• pp.699-716
• /
• 2016

Buckling-restrained braced frames (BRBFs) are commonly used as lateral force-resisting systems in the structures located in seismic-active regions. The nearly symmetric load-displacement behavior of buckling-restrained braces (BRBs) helps in dissipating the input seismic energy through metallic hysteresis. In this study, an experimental investigation has been conducted on the reduced-core length BRB (RCLBRB) specimens to evaluate their hysteretic and overall performance under gradually increased cyclic loading. Detachable casings are used for the concrete providing confinement to the steel core segments of all test specimens to facilitate the post-earthquake inspection of steel core elements. The influence of variable core clearance and the local detailing of casings on the cyclic performance of RCLBRB specimens has been studied. The RCLBRB specimen with the detachable casing system and a smaller core clearance at the end zone as compared to the central region exhibited excellent hysteretic behavior without any slip. Such RCLBRB showed balanced higher yielding deformed configuration up to a core strain of 4.2% without any premature instability. The strength-adjustment factors for the RCLBRB specimens are found to be nearly same as that of the conventional BRBs as noticed in the past studies. Simple expressions have been proposed based on the regression analysis to estimate the strength-adjustment factors and equivalent damping potential of the RCLBRB specimens.

• 한국기계가공학회지
• /
• 제21권7호
• /
• pp.91-97
• /
• 2022

Pipes transport and supply fuel in various categories; however, corrosion occurs because of the external environment, impurities are mixed in the fuel, and substances leak to the outside, which can lead to serious accidents. Therefore, in this study, inspection equipment using a laser scanner was manufactured to classify conditions according to the degree of corrosion of the outer wall of the pipe, and the corrosion height and maximum value of the pipe were obtained from the surface information. Using the k-means method, it was classified into four states, and the standard of the average height and maximum height of corrosion for each state was derived.

• 한국구조물진단유지관리공학회 논문집
• /
• 제21권2호
• /
• pp.138-145
• /
• 2017

본 연구는 고강도 철근이 배근된 철근콘크리트 전단벽체 실험체에 대하여 균열의 발생에서부터 철근의 항복과 콘크리트의 파쇄에 이르는 전반적인 거동 특성과 함께 내진성능 평가 예측을 위한 합리적인 해석적 방안을 마련하는 것을 목표로 한다. 1.0의 일정한 형상비를 갖으며 각 방향으로 철근비와 항복강도, 배근상세, 콘크리트 설계 강도, 단부형상 및 단부 횡구속 후프(Hoop) 여부 등을 주요 변수로 갖는 총 8개의 실험체를 검증 대상으로 선정하여 기존에 저자 등에 의해 새로이 수정된 구성관계식을 적용한 비선형 유한요소해석 프로그램(RCAHEST)을 통한 해석을 수행하였다. 실험과 해석으로부터의 최대 하중 및 이에 대응되는 변위에 대한 평균과 변동계수는 각각 1.05와 8% 및 1.17과 19% 정도로 예측하였다. 모든 실험체에 대한 파괴모드와 파괴시까지의 전반적인 거동 특성 역시 비교적 적절히 예측하고 있음을 확인하였으며 이러한 연구결과들은 향후, 고강도 철근의 적용과 관련된 국내외 설계기준에의 적용을 위한 기초자료로 활용될 수 있을 것으로 기대된다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제21권2호
• /
• pp.34-45
• /
• 2017

본 연구에서는 소규모 철골조에 대한 기존 건축물의 접합부 현황조사와 분석을 통해 노출형 주각부에 대한 내진성능을 평가하였다. 총 9개의 주각부에 대한 반복가력 실험을 통해 휨강도, 변형능력, 그리고 초기강성 등이 조사되었다. 실험의 주요 변수는 베이스 플레이트의 두께, 앵커볼트의 개수와 매립깊이, 앵커볼트 후크의 유무, 그리고 리브 플레이트의 유무이다. 본 실험결과에 의하면, 주각부의 휨거동은 앵커볼트의 개수와 매립깊이, 그리고 베이스 플레이트의 두께에 영향을 받는 것으로 나타났다. 반면에, 주각부에 설치된 리브플레이트는 휨강도에 큰 영향을 주지 않는 것으로 나타났다. 종합적으로 노출형 철골 주각부와 기초부 그리고 앵커볼트 등이 모두 현행 구조기준을 만족한다고 할지라도, 앵커볼트와 기초부 콘크리트 사이의 부착력이 충분하지 않을 경우, 슬립형 거동이 관측되어 개선이 필요한 것으로 파악되었다. 앵커볼트의 매립깊이가 현행 구조기준을 만족하고, 앵커볼트에 후크가 설치된 경우, 노출형 주각부의 초기강성은 주각부가 구속되었을 때의 휨강성 하한값의 약 15% 수준인 것으로 나타났다.