• 콘크리트학회논문집
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• 제20권6호
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• pp.747-754
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• 2008

본 연구에서는 강섬유 혹은 폴리프로필렌 섬유로 하이브리드 보강되고, 수직하중과 수평하중을 받는 고강도 콘크리트 내민받침을 제작하고 실험하였다. 실험 결과, 강섬유, 폴리프로필렌 섬유를 혼입함에 따라 내하력, 강성, 연성, 균열폭, 균열 수 측면에서 고강도콘크리트 내민받침의 성능은 향상되었다. 폴리프로필렌 섬유로 보강된 고강도콘크리트 내민받침은 강섬유로 보강된 내민받침보다 다소 낮은 내하력을 보였지만, 수평하중 하에서 더 큰 연성을 보였다. 또한, 주인장 타이 철근으로 사용된 헤디드 바의 헤드는 뛰어난 정착을 보여주었다. 실험 결과를 설계기준의 규준식 및 여러 연구자들이 제안한 예측모델과 비교한 결과, 정밀 스트럿-타이 모델이 수평하중 하에서 가장 정확하고 보수적인 예측 결과를 보여주었고, Fattuhi가 제안한 트러스 모델은 섬유 보강 고강도콘크리트 내민받침의 강도를 잘 예측하는 것으로 나타났다.

• Archives of Plastic Surgery
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• 제33권1호
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• pp.131-134
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• 2006

The closed suction drain is commonly inserted after various surgical procedures. It has an important role to prevent possible hematoma or seroma that can cause postoperative wound problems. But there is still no consensus on managing the insertion site of suction drain after operation. Suture-tie fixation of drain to skin and classical Y shape gauze dressing is a usually accepted method, but it has many limitations. We introduce a new approach to the care for the insertion site of suction drain by using occlusive transparent film dressing, $IV3000^{(R)}$(Smith & Nephew, London, UK). By using transparent film, insertion site of drain can be easily checked without removal of dressing. Because it can reduce the tension of suture-tie fixation, it helps to prevent skin injury. Furthermore, occlusive film dressing can block air leakage from insertion site of drain, and the water-proof character of film allows patients to take a shower without dressing change. This new method is more convenient, more efficient, and less harmful to skin than classic one.

• 반도체디스플레이기술학회지
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• 제21권1호
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• pp.27-32
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• 2022

There has always been a demand for orthodontic treatment. Orthodontic treatment allows tooth to be arranged by flexible arch wire fixed with tooth-attached brackets. Arch wire generate constant pressure to tooth brackets which moves the teeth to proper place. When the bracket transmits force, the braced wing of the bracket may deform. Deformed tie wing will lead to lost tension of elastic ligature. Then, lacking grip between tie wing and ligature might delay the tooth movement. Furthermore, tooth brackets used for orthodontic treatment make contact with in direct oral surface and this cause feeling of irritation that comes from height of tooth braces. This study suggests an optimal teethe bracket design to make up for inconvenience by shorten the height of bracket and complement the shape of bracket to reduce strain rate using finite element analysis. As a result, new optimal design of teethe bracket indicates lower strain rate of the bracket wing and takes good effects of shorten body height in terms of convenience.

• Clinics in Shoulder and Elbow
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• 제8권2호
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• pp.127-130
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• 2005

We describe a secure and easy-to-tie knot with a lag bight, the SP knot. An optimal sliding knot is required to be a low-profile, easy to throw, slide well, and provide a good initial security. The SP knot easily slides and sets while avoiding premature locking during sliding. While maintaining tension on the post limb with a knot pusher, pulling the loop limb makes it to flip and distort post limb, resulting in creation of a snug knot on the exact location with desired tension. The SP knot has one knot configuration before pulling the loop limb, but it converts to two knots after pulling the loop limb, one half-hitch and one 'clove hitch', which could provide enough loop security before any additional half-hitches. The configuration of the completed SP knot is formed lying along the loop of the knot, rather than stacking up, which enables a very low profile. The SP knot has various characteristics of the optimal arthroscopic slip knot and may be a useful tool for successful arthroscopic surgery.

• 한국염색가공학회지
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• 제8권6호
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• pp.1-8
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• 1996

The crystal structures of Nylon 6 films with the changes of pressure, temperature, and the processing time were examined. The accompanying physical property changes such as the weight fraction, the crystallinity, the crystal size, the initial modulus, and the thermal properties, gives the following results. When the sample is processed at 16$0^{\circ}C$, the weight fraction is not changed significantly with varying pressure. However, at 18$0^{\circ}C$ a significant change of the weight fraction was found with increasing pressure above 5 ton/in$^{2}$ so as to increase the crysallinity. As long as the ct transition is concerned we found that it begins from 14$0^{\circ}C$ and is completed at 18$0^{\circ}C$ and 9 ton/$in^{2}$ of pressure with the processing time of 120 min. The increase of the initial modulus is believed to be due to the increase of the number of the tie chains and the tension resulting from the change of the crystal size in the direction perpendicular to the direction of the applied pressure. The meltiong point change is due to the pressurized crystallization was not observed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.912-917
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• 2003

In this paper a new truss modeling technique for describing the beam shear resistance mechanism is proposed based on the reinterpretation of the well-known relationship between shear and the rate of change of bending moment in a reinforced concrete beam subjected to combined shear and moment loads. The core of the model is that a new perspective on the shear resistance can be gained by viewing the internal stress filed in terms of the superposition of two base components of shear resistance; arch action and beam action. The arch action can be described as a simple tied-arch which is consisted of a curved compression chord and a tension tie of the longitudinal steel, while the beam action between the two chords can be modeled as a membrane shearing element with forming a smeared truss action. The compatibility of deformation associated to the two action is taken into account by employing an experimental factor or internal state force factor a. Then the base equation of V=dM/dx is numerically duplicated. The new model was examined by the 362 experimental results. The shear strength predicted by the internal force state factor a show better correlation with the tested values than the present shear design.

• Computers and Concrete
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• 제27권5호
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• pp.395-406
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• 2021

This study experimentally and analytically investigates the shear behavior of corroded reinforced concrete (RC) beams repaired using steel fiber-reinforced concrete (SFRC) in the flexural zone. The experimental parameters are the corrosion degree (0%, 12%, and 17%) and the steel fiber volume in the SFRC (1.0%, 1.5%, and 2.0%). The test results reveal that corrosion degree significantly affects the shear resistance of the beams. The shear capacity of the beam with the corrosion degree of 17% was higher than that of the uncorroded beam, whereas the shear capacity of the beam with the corrosion degree of 12% was lower than that of the uncorroded beam. The shear efficiency of damaged beams can be recovered by repairing them using SFRC that contains a reasonable amount of steel fibers. In addition, two methods to estimate the shear capacity of the repaired beams are developed using the modified truss analogy and strut-and-tie models. The estimated shear capacity of the beam using the modified truss analogy model agrees well with the experimental data.

• Nuclear Engineering and Technology
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• 제56권2호
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• pp.485-497
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• 2024

Ring beam is the main anchorage zone of the tendons in the nuclear power prestressed concrete containment vessel (PCCV). Its safety is crucial and has a great influence on the overall performance of PCCV. In this paper, two half-scale ring beams were tested to investigate the mechanical performance of the anchorage zone in the PCCV under multidirectional pressure. The effect of working condition with different tension sequences was investigated. Additionally, a half axisymmetric plane model of the containment was established by the finite element simulation to further predict the experimental responses and propose the local reinforcement design in the anchorage zone of the ring beam. The results showed that the ultimate load of the specimens under both working conditions was greater than the nominal ultimate tensile force. The original reinforcement design could meet the bearing capacity requirements, but there was still room for optimization. The ring beam was generally under pressure in the anchorage area, while the splitting force appeared in the under-anchor area, and the spalling force appeared in the corner area of the tooth block, which could be targeted for local strengthening design.

• 콘크리트학회논문집
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• 제21권3호
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• pp.347-358
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• 2009

최근에 들어서 국내에서도 무량판 구조 (flat plate slab)가 적용될 수 있는 여건이 마련되어가고 있다. 그러나 무량판 구조는 보가 없는 구조이기 때문에 일반적인 라멘구조형식에 비하여 처짐 제어가 어려우며, 포스트텐션 (post-tension) 공법은 이러한 문제점을 극복하기 위한 매우 효율적인 방법이다. 포스트텐션 구조를 적용하면 슬래브 두께의 증가 없이도 효율적으로 슬래브의 처짐을 제어 할 수 있다. 그러나, 이러한 장점에도 불구하고, 국내에서 포스트-텐션의 적용은 비용증가, 기술적인 문제, 경험부족 등으로 인하여 그 적용이 매우 제한적이다. 따라서 전구간 포스트텐션 (full-PT)에 대한 부담을 줄이고 나아가 기존 포스트텐션 구조형식의 시공성을 향상하기 위하여 본 연구에서는 슬래브 내부에서 긴장작업을 수행할 수 있는 상향긴장식 부분PT공법을 제안하였다. 이러한 상향긴장방식은 정착구를 필요에 따라 다양한 위치에 설치할 수 있기 때문에 처짐 효율에 대한 분석이 필요하며, 정착구 후면에서 인장응력을 야기시키는 문제점이 있다. 따라서, 본 연구에서는 상향긴장식 부분PT공법 적용할 때 정착구 위치에 따른 처짐효율분석, 유한요소해석 및 스트럿-타이를 이용한 인장응력 또는 인장력 해석 등을 실시하였으며, 상향긴장식 부분PT공법을 실제로 현장에 적용하고, 계측결과를 해석결과와 비교 분석함으로써 현장적용성을 알아보았다. 상향긴장식 부분PT공법은 처짐 또는 인장응력이 크게 발생되는 부분 구간에만 선택적으로 적용하면 적은 비용증가로 큰 처짐효율을 얻어낼 수 있음을 확인하였다.

• Archives of Plastic Surgery
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• 제37권4호
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• pp.496-498
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• 2010

Purpose: Lacerations requiring formal wound closure compose a significant number of all childhood injuries presenting to the emergency department. The problem with conventional suture technique are that suture removal is quite cumbersome, especially in children. Unwanted soft tissue damage can result in the process of suture removal, which calls for sedation, stressful for both medical personnel and child. The purpose of this study is to introduce the convenient suture technique for pediatric facial lacerations. Methods: Children under the age of four, presenting to the emergency department with facial lacerations were enrolled in the study. From March 2008 to June 2009, 63 patients (41 males and 22 females) with an average age of 1.4 years were treated with our convenient suture technique using utilized a loop suspended above a double, flat tie. Clean, tension free wounds were treated with our technique, wounds with significant skin defect and concomitant fractures were excluded. Results: The Patients were followed-up in 1, 3 and 5 days postoperatively. On the third hospital visit, suture removal was done by simply cutting the loop suspended above the wound margin and gently pulling the thread with forceps. There were no significant differences in the rates of infection and dehiscence compared with conventional suture technique. Conclusion: The use of our technique was to be simple with similar operative time compared with conventional suture technique. Removal of suture materials were easy without unwanted injuries to the surrounding tissue which resulted in less discomfort for the patient and greater parental satisfaction, minimized the complications. It can be considered as a viable alternative in the repair of pediatric facial lacerations.