• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.177-180
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• 2008

SHCC는 섬유와 시멘트 메트릭스 계면의 부착작용으로 인해 높은 에너지 흡수능력을 보여준다. 서로 다른 종류의 섬유로 보강된 SHCC는 혼입되는 섬유자체가 가지는 재료적 특성에 의해 서로 다른 특성을 나타내기 때문에 시멘트 메트릭스와 혼입되는 섬유의 상호작용에 의한 손상진전에 따른 미세적 파괴 메카니즘에 대한 평가가 필요할 것으로 판단된다. 이에 본 연구에서는 AE기법을 사용하여 단독섬유와 하이브리드 섬유를 혼입한 시멘트 복합체의 직접인장특성을 평가하고자 하였다. 이러한 목적으로 본 실험에서는 PET2.0%, PET1.5%+PE0.5%, PET1.5%+PVA0.5%의 세 종류의 단독섬유 및 하이브리드 섬유를 혼입하여 실험을 실시하였으며, 실험에서 나타난 AE신호와 직접인장실험결과를 상호비교 분석하였다. 직접인장실험결과, 같은 혼입율에서 PET만을 단독혼입한 시험체에 비해 PET-PE시험체에서 최대 강도에서 약 2.7배 높게 나타났으며. 손상진전에 따른 AE신호결과, 혼입되는 섬유의 재료적 특성에 따라 AE이벤트수와 누적에너지에서 상이한 특성을 나타내었다.

• Computers and Concrete
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• 제22권2호
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• pp.227-237
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• 2018

Today, the modeling of concrete as a material within finite element simulations is predominantly done through nonlinear material models of concrete. In current sophisticated computational systems, there are a number of complex concrete material models which are based on theory of plasticity, damage mechanics, linear or nonlinear fracture mechanics or combinations of those theories. These models often include very complex constitutive relations which are suitable for the modeling of practically any continuum mechanics tasks. However, the usability of these models is very often limited by their parameters, whose values must be defined for the proper realization of appropriate constitutive relations. Determination of the material parameter values is very complicated in most material models. This is mainly due to the non-physical nature of most parameters, and also the large number of them that are frequently involved. In such cases, the designer cannot make practical use of the models without having to employ the complex inverse parameter identification process. In continuum mechanics, however, there are also constitutive relations that require the definition of a relatively small number of parameters which are predominantly of a physical nature and which describe the behavior of concrete very well within a particular task. This paper presents an example of such constitutive relations which have the potential for implementation and application in finite element systems. Specifically, constitutive relations for modeling the plane stress state of concrete are presented and subsequently tested and evaluated in this paper. The relations are based on the incremental theory of elastic strain-hardening plasticity in which a non-associated flow rule is used. The calculation result for the case of concrete under uniaxial compression is compared with the experimental data for the purpose of the validation of the constitutive relations used.

• International Journal of Precision Engineering and Manufacturing
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• 제8권2호
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• pp.44-48
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• 2007

In recent years, the size of plane substrates and semiconductor wafers has increased. As conventional contact transportation systems composed of, for example, carrier rollers, belt conveyers, and robot hands carry these longer and wider substrates, the increased weight results in increased potential for fracture. A noncontact transportation system is required to solve this problem. We propose a new noncontact transportation system combining acoustic viscous and aerostatic forces to provide damage-free transport. In this system, substrates are supported by aerostatic force and transported by acoustic viscous streaming induced by traveling wave deformation of a disk-type stator. A ring-type piezoelectric transducer bonded on the stator excites vibration. A stator with a high Q piezoelectric transducer can generate traveling vibrations with amplitude of $3.2{\mu}m$. Prior to constructing a carrying road for substrates, we clarified the basic properties of this technique and stator vibration characteristics experimentally. We constructed the experimental equipment using a rotational disk with a 95-mm diameter. Electric power was 70 W at an input voltage of 200 Vpp. A rotational torque of $8.5\times10^{-5}Nm$ was obtained when clearance between the stator and disk was $120{\mu}m$. Finally, we constructed a noncontact transport apparatus for polycrystalline silicon wafers $(150(W)\times150(L)\times0.3(t))$, producing a carrying speed of 59.2 mm/s at a clearance of 0.3 mm between the stator and wafer. The carrying force when four stators acted on the wafer was $2\times10^{-3}N$. Thus, the new noncontact transportation system was demonstrated to be effective.

• 한국구조물진단유지관리공학회 논문집
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• 제17권5호
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• pp.136-145
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• 2013

최근 발생한 대규모 지진으로 구조물의 내진보강에 대한 사회적 관심도가 높아지고 있다. 특히 내진 설계가 반영되지 않은 기둥은 취성적인 파괴로 구조물 전체붕괴를 유발하기 때문에 내진보강이 적용 되어야한다. 과거에는 단면증설법, 강판보강법등이 주로 적용되었고 최근에는 복합재료의 장점을 이용한 섬유보강법이 선호되고 있다. 그러나 이러한 보강법들은 구조물의 물리적 손상을 유발하며, 작업공간과 시간소비가 크다는 단점이 있다. 본 연구에서는 기존 보강법의 단점을 보강하여 복합재료 (Fiber reinforced polymer)와 Aluminum 체결부 이용한 FRP 내진보강재를 개발하였다. 비선형 유한요소 해석프로그램을 통해 개발된 FRP 내진보강재의 최적 보강량을 결정하였다.

• 한국치위생학회지
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• 제13권5호
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• pp.819-826
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• 2013

Objectives : The purpose of this study was to analyze the types of dental emergencies. This study was carried out for dental trauma patients visiting the emergency room in H hospital from 2005 to 2006. Methods : Subjects were 252 patients. Demographic characteristics consisted of age, gender, dentition, and dental related injury. Results : Male patients had 1.65 times higher tooth injury than female. Teenagers had higher prevalence of tooth injury. Main cause of dental injury was falling down. Young children accounted for 41.7% of the injuries. Late evening was the highest outbreak time of injury. The most commonly affected teeth were central incisor and lateral incisor. The damage of oral soft tissue was more common than the that of alveolar bone. Main area of primary tooth loss was gingiva(10.7%), tongue or soft palate(7.5%), and frenulum(6.0%). Subluxation(28.6%) and luxation(28.6%) were main cause for the primary teeth. Tooth fracture(50.0%) were the most common injury. Conclusions : Thus, to understand the incidence, causes and patterns of dental trauma is to help preserving natural teeth. The results of this study could provide the clinical guidelines on the treatment of dental emergency patients.

• Archives of Plastic Surgery
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• 제37권4호
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• pp.504-508
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• 2010

Purpose: Traumatic telecanthus can result from nasoethmoid-orbital fractures. Repair of the medial canthal tendon (MCT) using transnasal wiring is regarded as a choice of method to treat telecanthus, however, is often complicated by incomplete anchoring and drift of canthus, extrusion of wire, in-fracture of orbital bone, and eye damage. The authors introduced oblique transnasal wiring method through the Hiraga's epicanthopalsty incision instead of well-known classical bicoronal approach. Methods: Five patients with traumatic telecanthus were treated with this method. Though the Hiraga's epicanthoplasty incision, we could approach the operative field; the medial orbital wall and detached MCT. Oblique transnasal wiring was performed as following steps. After slit skin incision on the contralateral nasal recession area, drill holes were made from this point to the superior and posterior point of lacrimal sac of deformed eye. A 2-0 wire was double-passed through the holes and MCT. Traction was applied to ensure pulling the MCT and the wires were twisted in the contralateral nose, securing the MCT in the correct position. Results: All patients except 1 person showed improvement and rapid recovery. On average each canthus was moved 5.6 mm medially. In all cases, there were no eyelashes disappear, lacrimal canaliculitis, lacrimal duct injury, or infections. Conclusion: The Hiraga's epicanthoplasty incision could give sufficient operative field to reattach the MCT in traumatic telecanthus patients. And the oblique transnasal wiring technique is effective for the Asians who have flat nose and exophthalmic eye. The authors conclude that this technique could be a simple, safe and scarless method to correct traumatic telecanthus.

• 한국재료학회지
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• 제10권10호
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• pp.677-683
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• 2000

3Y-TZP/12Ce-TZP 의 3층 5층 복합체를 슬립주입법으로 제조하고, 그 기계적 성질을 검토하였다. 지름-원반압축시험법으로 구한 다층복합체의 파괴강도는 327~534MPa이었다. Vickers압입하중의 증가(~300N)와 더불어 압입강도는 전반적으로 감소하였으나, 다층물질은 단상물질에 비하여 우수한 손상저항을 나타내었다. 49N의 하중으로 압입후 다층물질의 4점 꺽임강도는 620~674MPa 인데 반하여 단상 물질의 경우는 129~339MPa을 나타내었다. 압자압입에 의한 다층물질의 인서은 $7.7~13.1\;MPa{\cdot}m^{1/2}$ 정도를 나타내었다.

• 한국산학기술학회논문지
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• 제19권11호
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• pp.332-337
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• 2018

항공기용 탐조등은 야간 임무 수행 시 탐색 또는 구조 임무에 사용되며, 은폐 상태를 유지하며 작전을 수행할 수 있도록 적외선 광을 제공한다. A기종 회전익 항공기 운용 중에, 적외선 생성을 위한 적외선 투과 필터 유리가 파손되는 현상이 다수 발생하였으며, 이로 인해 은폐능력이 상실되고 정비 소요가 발생하는 등의 문제점이 제기되었다. 본 논문에서는 해당 결함이 발생하는 탐조등의 운용 조건을 시험하고, 그에 따른 결함 원인을 도출한 과정을 기술하였다. 그리고 도출된 원인을 개선하기 위한 여러 가지 방안과 개선 필터 시제품 제작 과정을 정리하였다. 또한 개선된 필터가 장착된 탐조등에 대해 성능시험, 내구성 시험, 항공기 장착시험을 통해 탐조등의 규격에서 제시하는 성능 요구를 만족하는지 검증한 결과를 기술하였다. 시험 및 검증 결과 필터의 파손 현상이 개선되었으며, A 기종 항공기에 개선 필터를 적용한 결과 파손 현상이 더 이상 발생하지 않는 것을 확인하였다.

• Journal of Trauma and Injury
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• 제35권3호
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• pp.215-218
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• 2022

The rectum is the least frequently injured organ in trauma, with an incidence of about 1% to 3% in trauma cases involving civilians. Most rectal injuries are caused by gunshot wounds, blunt force trauma, and stab wounds. A 46-year-old male patient was crushed between two vehicles while he was working. He was hemodynamically unstable, and the Focused Assessment with Sonography for Trauma showed hemoperitoneum and hemoretroperitoneum; therefore, damage control surgery with pelvic packing was performed. A subsequent whole-body computed tomography scan showed a displaced pelvic bone and sacrum fracture. There was evidence of an anorectal full-thickness laceration and urethral laceration. In second-look surgery performed 48 hours later, the pelvis was stabilized with external fixators, and it was decided to proceed with loop sigmoid colostomy. A tractioned rectal probe with an internal balloon was positioned in order to approach the flaps of the rectal wall laceration. On postoperative day 13, a radiological examination with endoluminal contrast injected from the stoma after removal of the balloon was performed and showed no evidence of extraluminal leak. Rectosigmoidoscopy, rectal manometry, anal sphincter electromyography, and trans-stomic transit examinations showed normal findings, indicating that it was appropriate to proceed with the closure of the colostomy. The postoperative course was uneventful. The optimal management for extraperitoneal penetrating rectal injuries continues to evolve. Primary repair with fecal diversion is the mainstay of treatment, and a conservative approach to rectal lacerations with an internal balloon in a rectal probe could provide a possibility for healing with a lower risk of complications.

• Smart Structures and Systems
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• 제30권1호
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• pp.49-62
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• 2022

Experimental and discrete element methods were used to investigate the effects of triple joints lengths and triple joint angle on the failure behavior of rock mass under uniaxial compressive test. Concrete samples with dimension of 20 cm × 20 cm × 5 cm were prepared. Within the specimen, three imbedded joint were provided. The joint lengths were 2 cm, 4cm and 6 cm. In constant joint lengths, the angle between middle joint and other joints were 30°, 60°, 90°, 120° and 150°. Totally 15 different models were tested under compression test. The axial load rate on the model was 0.05 mm/min. Concurrent with experimental tests, the models containing triple joints, length and joint angle are similar to the experiments, were numerical by Particle flow code in two dimensions (PFC2D). Loading rate in numerical modelling was 0.05 mm/min. Tensile strength of material was 1 MPa. The results show that the failure behaviors of rock samples containing triple joints were governed by both of the angle and the length of the triple joints. The uniaxial compressive strengths (UCS) of the specimens were related to the fracture pattern and failure mechanism of the discontinuities. Furthermore, it was shown that the compressive behavior of discontinuities is related to the number of the induced tensile cracks which are increased by decreasing the joint length. Along with the damage failure of the samples, the acoustic emission (AE) activities are excited. There were only a few AE hits in the initial stage of loading, then AE hits rapidly grow before the applied stress reached its peak. In addition, every stress drop was accompanied by a large number of AE hits. Finally, the failure pattern and failure strength are similar in both methods i.e., the experimental testing and the numerical simulation methods.