• 대한소아치과학회지
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• 제32권2호
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• pp.224-228
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• 2005

유치의 치수 감염을 적절히 치료하지 않으면 영구 계승치의 저형성이나 저석회화 같은 법랑질 형성부전, 치배의 위치변화, 맹출 부진이나 맹출 정지 같은 많은 합병증을 초래할 수 있다. 이 중에서도 계승 영구치배의 위치변화는 선행 유치의 변성된 치수로 인한 위치변화가 가장 많다. 본 증례는 조선대학교 치과병원 소아치과에 내원한 환아 중 유전치의 치근단 병소로 인해 계승영구전치 치배의 위치변화가 초래된 것으로 사료되어 유치 치료의 중요성을 문헌고찰과 함께 보고하는 바이다.

• 한국재난정보학회 논문집
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• 제8권4호
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• pp.391-400
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• 2012

최근 건설 산업에서 FRP는 재료적 장점들 때문에 구조물의 보강 재료로서 많이 사용되어지고 있다. FRP 외부부착보강은 중량에 비하여 높은 강도 및 강성, 우수한 내구성과 시공성 등 여러 가지 장점을 가지는 공법이다. 그러나 외부부착보강은 구조물이 투수성이 낮은 보강재로 밀폐되고 수분이 외부로 배출되지 못함으로 인하여, 장기적인 구조물의 손상을 발생시키는 문제점이 있다. 본 연구에서는 인발성형으로 제작되었으며, 기존의 FRP와 재료역학적 성질은 동등하면서 투수성을 지녀 구조물의 내구성, 부착성능에 유리한 유리섬유패널(GP)에 대해서 정적실험을 통해 실험체의 반복하중 하에서의 하중-처짐 선도, 파괴형태, 하중-변형율 관계 등을 조사하였다. 실험결과 2,000,000회 피로실험 후에도 파괴에 도달하지 않았으며, 보의 처짐이나 콘크리트 압축변형률이 기준 콘크리트 시험체보다 현저히 낮은 것으로 측정되어 장기 부착력 및 장기 내구성능이 우수함을 알수 있었다.

• 대한조선학회논문집
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• 제49권3호
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• pp.232-238
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• 2012

The effects of temperature on the structural behavior of polar class vessels have been experimentally and numerically investigated. Experiments were carried out on single frame structures made of steel material, DH36, which is used for outer shell of the vessels making transit through the polar region. A knife edge type striker was dropped down onto single frame structures. The temperatures of the single frames were set to $-30^{\circ}C$, $-50^{\circ}C$ and room temperature. The deflection around the mid-point of the single frame was measured and numerically simulated using finite element model. Strain rate effect on the structural behavior has been investigated and turned out that the strain rate effect can be neglected. From the results of the experiment and numerical analyses, it has been noticed that the permanent deflection at lower temperature was reduced due to a temperature hardening of material as expected.

• Journal of the Korean Association of Oral and Maxillofacial Surgeons
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• 제44권2호
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• pp.73-78
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• 2018

Objectives: The goal of this study was to evaluate the rates of complications, morbidity, and safety with the transparotid approach. Materials and Methods: A retrospective study was conducted and consisted of 53 surgically treated patients in the past five years for low condylar neck and subcondylar fractures. Only patients with malocclusion and who underwent open reduction with internal fixation with the retromandibular transparotid approach were included. The examined parameters were postoperative suboptimal occlusion, deflection, saliva fistula, and facial nerve weakness. Results: Fifty-three patients had an open reduction with internal fixation on 55 sides (41 males, 77.4%; mean age, 42 years [range, 18-72 years]). Four patients (7.5%) experienced transient facial nerve weakness of the marginal mandibular branch, but none was permanent. Four patients had a salivary fistula, and 5 patients showed postoperative malocclusion, where one needed repeat surgery after one year. One patient showed long-term deflection. No other complications were observed. Conclusion: The retromandibular transparotid approach is a safe procedure for open reduction and internal fixation of low condylar neck and subcondylar fractures, and it has minimal complications.

• 한국정밀공학회지
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• 제32권5호
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• pp.483-490
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• 2015

This paper presents a proof-of-concept of a wheel-based magnetostrictive energy harvester (EH), which is a vibration-based EH. Coil-wound Galfenol cantilevers with two permanent magnets (PMs) act EH, while rotating wheels provide a forced vibration to EH. Four different cantilevers are designed and simulated for various end deflection. As expected from the simulation, the cantilever end deflection with triple cavity is the most. Three experiments are conducted to characterize the EH: the first with a magnetostrictive actuator, the second with a motor-driven wheel, and the third with the dummy weights. From the first experiment, the power reaches about 50 mV due to the relatively small displacement of the magnetostrictive actuator. From the second experiment, the power reaches about 120 mW. The power from the Galfenol cantilever is estimated to be about 60% of the total power from the wheel-based magnetostrictive EH.

• International Journal of Naval Architecture and Ocean Engineering
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• 제10권4호
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• pp.520-528
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• 2018

This paper presents the results of experimental investigation on the elastic-plastic response of steel unstiffened wedges with dead-rise $10^{\circ}$ subjected to repeated impulsive pressure loadings. Repeated drop tests were performed with both wedge thickness and drop height varied. The pressure and histories were recorded during the tests and the permanent deflections were measured after every drop. Using the recorded test result, the effects of flexibility of wedges and repetition have been investigated. From the pressure history obtained from the tests the characteristics of the impulses were identified. Numerical simulations of the tests were made using the measured pressure history and the permanent deflection predictions were compared with those of the experiments.

• 대한기계학회논문집A
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• 제31권4호
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• pp.506-516
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• 2007

In this paper, a study on low-velocity impact response of four different sandwich panels for the hybrid bodyshell and floor structure application of the Korean low floor bus vehicle was done. Square samples of 100mm sides were subjected low-velocity impact loading using an instrumented testing machine at six energy levels. Impact parameters like maximum force, time to maximum force, deflection at maximum force and absorbed energy were evaluated and compared for four different types of sandwich panels. The impact damage size and depth of the permanent indentation were measured by 3-Dimensional Scanner. Failure modes were studied by sectioning the specimens and observed under optical microscope. The impact test results show that sandwich panel with composite laminate facesheet could not observe damage mode of a permanent visible indentation after impact and has a good impact damage resistance in comparison with sandwich panel with metal aluminum facesheet.

• 한국지반신소재학회논문집
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• 제13권4호
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• pp.109-117
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• 2014

본 논문에서는 전편의 논문에서 제시한 힌지연결부를 갖는 쉘해석모델을 이용하여 변수연구를 수행하였다. 주요변수에는 중차량 통과에 의하여 발생한 원지반의 영구변형 폭, 되메움, 강재매트의 등가두께 및 강재매트의 이방성 특성이 고려되었다. 이러한 주요변수들이 롤타입강재매트의 수직처짐, 회전변위 및 모멘트와 응력에 미치는 영향을 분석하였다. 분석결과, 차륜하중에 의하여 발생한 동토의 영구소성변형으로 인하여 매우 큰 수직처짐과 허용휨인장강도를 초과하는 인장응력이 발생하는 것으로 나타났다. 이러한 문제는 되메움 또는 강재매트의 등가두께를 증가시킴으로서 쉽게 해결될 수 있다.

• 한국도로학회논문집
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• 제18권5호
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• pp.57-62
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• 2016

PURPOSES : The objective of this study is to evaluate the effect of size and depth of cavities on the pavement failure using the full-scale accelerated pavement testing. METHODS : A full-scale testbed was constructed by installing the artificial cavities at a depth of 0.3 m and 0.7 m from the pavement surface for accelerated pavement testing. The cavities were made of ice with a dimension of 0.5 m*0.5m*0.3m, and the thickness of asphalt and base layer were 0.2 m and 0.3 m, respectively. The ground penetrating radar and endoscope testing were conducted to determine the shape and location of cavities. The falling weight deflectometer testing was also performed on the cavity and intact sections to estimate the difference of structural capacity between the two sections. A wheel loading of 80 kN was applied on the pavement section with a speed of 10 km/h in accelerated pavement testing. The permanent deformation was measured periodically at a given number of repetitions. The correlation between the depth and size of cavities and pavement failure was investigated using the accelerated pavement testing results. RESULTS : It is found from FWD testing that the center deflection of cavity section is 10% greater than that of the intact section, indicating the 25% reduction of modulus in subbase layer due to the occurrence of the cavity. The measured permanent deformation of the intact section is approximately 10 mm at 90,000 load repetitions. However, for a cavity section of 0.7 m depth, a permanent deformation of 30 mm was measured at 90,000 load repetitions, which is three times greater than that of the intact section. At cavity section of 0.3 m, the permanent deformation reached up to approximately 90 mm and an elliptical hole occurred at pavement surface after testing. CONCLUSIONS : This study is aimed at determining the pavement failure mechanism due to the occurrence of cavities under the pavement using accelerated pavement testing. In the future, the accelerated pavement testing will be conducted at a pavement section with different depths and sizes of cavities. Test results will be utilized to establish the criteria of risk in road collapse based on the various conditions.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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• pp.38-41
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• 2006

Wheel load fatigue experiment is carried out on a FRP-concrete composite deck. In FRP-concrete composite deck, FRP plays a role of a main tensile member as well as a permanent formwork and concrete plays a role of a main compressive member. Wheel load fatigue experiment, which shows more realistic behavior than pulsating fatigue experiment, is selected as a fatigue performance evaluation method. Until 1,000,000 cycles of loadings, load resistant performance is maintained without any loss, while residual deflection is increased.