• 한국전산구조공학회논문집
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• 제18권3호
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• pp.303-309
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• 2005

본 연구에서는 국내 원전에서 기기 정착을 위하여 가장 널리 적용되는 직매형 앵커기초를 대상으로 앵커기초의 인장 설계기준에 대한 적정성을 검토하기 위하여 수치해석이 수행되었다. 본 연구에서 수치해석모형에 적용된 파괴기준으로서 콘크리트와 같은 유사 취성재료에는 Microplane모형이, 앵커볼트와 같은 연성재료에는 탄성-완전 소성모형이 적용되었다. 그리고, 균열 발생현상을 모사하기 위하여 분산균열모형을 채택하였다. 개발된 수치해석모형은 다양한 경우의 실증시험결과를 근거로 신뢰성이 검증되었으며, 검증된 수치해석모형과 앵커볼트의 유효매입깊이를 변수로 한 다양한 경우에 대한 수치해석을 통하여 직매형 앵커기초의 인장설계기준으로서 적용이 가능한 ACI 349 Code와 CEB-FIP Code가 평가되었고, 그 보수성이 확인되었다.

• 콘크리트학회논문집
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• 제15권2호
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• pp.225-233
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• 2003

지진하중을 받는 철근콘크리트(이하 RC) 구조물의 해석, 설계 및 성능 평가 등에 대해서는 많은 연구가 진행되어 왔으나, 지반에 둘러싸여 있는 지하 RE 구조물의 지진 해석에 대해서는 상대적으로 연구가 부족하였다. 지중의 지하 구조물은 지상 구조물과는 달리 지반과 상호작용을 하며 거동을 하기 때문에 지반내에서 하중을 받는 RC 구조물의 거동을 해석하기 위해서는 지진하중 하에서의 지반층의 거동을 예측할 수 있는 지반의 경로의존적 구성모델이 반드시 필요하다. 또한 RC 구조물과 지반 사이의 상호작용은 매체의 경계면을 통해 전달되기 때문에 보다 정확한 RC 구조물의 내진성능을 해석하기 위해서는 경계구역의 거동이 해석시에 반드시 고려되어야 한다. 이에 따라 본 논문에서는 지하 RC 구조물의 내진성능을 해석적으로 예측하기 위해 RC구조물에 대해서는 철근과 콘크리트의 평균화된 구성모델을 적용하였고, 지반에 대해서는 경로의존적 Ohsaki 모델을 적용하였으며, 두께를 갖는 탄소성 경계면 모델을 제안하였다. 또한 지진하중을 받는 지하 RC 정거장 구조물에 대한 내진 해석을 수행하여 지진시의 지하 RC 구조물의 파괴 기구를 해석적으로 구하였고, RC 구조물에 대한 상대적인 배근 설계에 따른 파괴 모드의 변화와 구조물의 손상 정도의 변화를 해석적으로 구하였다.

• Maxillofacial Plastic and Reconstructive Surgery
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• 제17권2호
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• pp.109-129
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• 1995

Many patients with malignancies of the head and neck undergo radiation therapy, either as the only method of treatment or in combination with surgery. Radiation therapy has great effect in the case of fairly advanced malignancies which can't be operated radically. But the complication of radiation therapy arise because of damage to the peri- and operated area. It is fully known that irradiated tissue shows retarded healing process in the skin, mucosa and especially vascuslar tissue. The purpose of this study was to observe the healing process of irradiated free or island flap after operation. As Experimental Models, Femoral arterial and venous anastomosis (Group 1), Epigastric-island flap (Group 2) and free Epigastric falp(Group 3) with irradiated postoperative 24 hrs were made on 30 rats/group. As Control Model(Group 4), Free Epigastric flap was not irradiated after operation was chosen on 30 rats. The amount of irradiation was single fraction of 20 Gy using as linear megavoltage accelerator. Difference between Experimental and Control group was evaluated by the method of clinical examination, histopatholoical findings, biochemical analysis and DNA activity at postoperative 1, 3, 7, 14 and 28 days. The results were as follows, 1. Skin color and new epithelization in group 2 and 3 was similar to control group clinically. 2. Postoperarive patency of femoral artery and vien showed 5% and 22% of ischemity. 3. The externa, media and intima of irradiated femoral artery and vein were similar to control group histopathlogically. 4. Granulation and collagen tissue accumulation of irradiated groups were more active due to degenerative and fibrotic changes than control group at postoperative 7 days histopathologically. 5. The hydroxyproline content of all experimental groups were reduced till 14 days and the group 2 was most prominent at postoperative 7 and 28 days(p<0.05). 6. DNA activities of all groups were reduced till 3 days, but begun to recover at 7 days and more activities in control group than irradiated group(p<0.05). Based on the above results, the clinical healing process of free flaps with irradiated postoperative 24 hrs little difference from control group without complications.

• 한국융합학회논문지
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• 제9권12호
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• pp.175-180
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• 2018

본 연구에서는 CFRP를 적층각도 45도로 제작하고 구조용 접착제로 접착된 TDCB(Tapered Double Cantilever Beam) 시험편을 CATIA로 설계를 하였고, 유한요소해석 프로그램인 ANSYS를 이용하여 해석을 진행하였다. 연구 모델은 영국 산업 및 ISO 표준에 기초하여 설계하였으며, 모델 형상의 각도에 따라서 형상계수(m)를 변수로 설정하였다. 본 논문의 연구 결과로서, 모든 해석 시험편들 중에서 $4^{\circ}$ 인 경사 각도를 가진 시험편에서 최대 변형량은 12.628mm로 가장 높았으며 $8^{\circ}$에서 12.352mm으로 가장 낮은 값을 각각 보였다. 또한, 최대등가응력은 그 각도가 $6^{\circ}$에서 9210.3MPa가장 높았으며 $8^{\circ}$에서 4800.5MPa로 가장 낮은 값을 각각 보였다. 본 연구 결과를 통하여 CFRP로 제작된 적층각도를 가진 TDCB 구조물의 파손데이터를 확보할 수 있었으며, 본 연구결과를 토대로 얻은 CFRP로 접착된 TDCB 구조물의 파손데이터를 활용함으로서 실생활에서의 기계나 구조물에 융합하여 그 미적 감각을 나타낼 수 있다.

• 한국군사과학기술학회지
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• 제20권6호
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• pp.743-751
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• 2017

To evaluate the structural integrity of the helicopter radome, we performed bird strike analysis using SPH (Smoothed Particle Hydrodynamics) technique. Since the SPH method is a meshfree method, there is no phenomenon such as mesh tangling and it is suitable to predict the dispersion behavior of debris and debris cloud generated by high-speed impact. In order to observe the scattering direction of fractured bolts, the analysis were performed under the condition that the fracture occurs at the proof load. As a result of bird strike analysis, there is no secondary damage as well as the damage due to, the dispersion behavior of the bird model, and the scattering of the fractured bolts and radome. From the additional analysis that were performed to determine the actual bolt fracture, only plastic deformation is predicted since the maximum stress of the bolt does not exceed the ultimate stress.

• Earthquakes and Structures
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• 제26권1호
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• pp.77-86
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• 2024

To investigate the seismic performance of steel pipe-aeolian sand recycled concrete columns, this study designed and produced five specimens. Low-cycle repeated load tests were conducted while maintaining a constant axial compression ratio. The experiment aimed to examine the impact of different aeolian sand replacement rates on the seismic performance of these columns. The test results revealed that the mechanical failure modes of the steel pipe-recycled concrete column and the steel pipe-aeolian sand recycled concrete column were similar. Plastic hinges formed and developed at the column foot, and severe local buckling occurred at the bottom of the steel pipe. Interestingly, the bulging height of the damaged steel pipe was reduced for the specimen mixed with an appropriate amount of wind-deposited sand under the same lateral displacement. The hysteresis curves of all five specimens tested were relatively full, with no significant pinching phenomenon observed. Moreover, compared to steel tube-recycled concrete columns, the steel tube-aeolian sand recycled concrete columns exhibited improved seismic energy dissipation capacity and ductility. However, it was noted that as the aeolian sand replacement rate increased, the bearing capacity of the specimen increased first and then decreased. The seismic performance of the specimen was relatively optimal when the aeolian sand replacement rate was 30%. Upon analysis and comparison, the damage analysis model based on stiffness and energy consumption showed good agreement with the test results and proved suitable for evaluating the damage degree of steel pipe-wind-sand recycled concrete structures.

• Steel and Composite Structures
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• 제15권3호
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• pp.343-355
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• 2013

Shear failure and core concrete crushing at plastic hinge region are the two main failure modes of bridge piers, which can make repair impossible and cause the collapse of bridge. To avoid the two types of failure of pier, a composite pier was proposed, which was formed by embedding high strength concrete filled steel tubular (CFT) column in reinforced concrete (RC) pier. Through cyclic loading tests, the seismic performances of the composite pier were studied. The experimental results show that the CFT column embedded in composite pier can increase the flexural strength, displacement ductility and energy dissipation capacity, and decrease the residual displacement after undergoing large deformation. The analytical analysis is performed to simulate the hysteretic behavior of the composite pier subjected to cyclic loading, and the numerical results agree well with the experimental results. Using the analytical model and time-history analysis method, seismic responses of a continuous girder bridge using composite piers is investigated, and the results show that the bridge using composite piers can resist much stronger earthquake than the bridge using RC piers.

• Advances in materials Research
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• 제8권4호
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• pp.295-311
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• 2019

In this study, a three-dimensional Finite Element Model has been developed to estimate the size of the weakened zone in a bi-material a ceramic bonded to metal. The calculations results were compared to those obtained using Scanning Electron Microscope (SEM). In the case of elastic-plastic behaviour of the structure, it has been shown that the simulation results are coherent with the experimental findings. This indicates that Finite Element modeling allows an accurate prediction and estimation of the weakening effect of residual stresses on the bonding interface of Alumina. The obtained results show us that the three-dimensional numerical simulation used by the Finite Element Method, allows a good prediction of the weakened zone extent of a ceramic, which is bonded with a metal.

• 한국전산구조공학회논문집
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• 제15권2호
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• pp.197-207
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• 2002

본 연구에서는 죄굴이 방지된 비부착 가새가 설치된 철골조 건물의 에너지 소산능력과 지진응답에 대하여 연구하였다. 먼저 조화하중을 받는 단자유도계 구조물을 대상으로 변수분석을 수행하고 가새의 최적항복강도를 구하였다. 다자 유도계 골조구조물의 비선형 시간이력 해석을 통하여 다양한 크기와 강도를 가진 가새가 설치된 구조물의 지진응답을 분석하고, 가새의 적당한 층별 분배방법을 찾기 위하여 여러 가지 분배방법을 적용하였다. 해석결과에 따르면 일반적으로 가새의 강성이 증가함에 따라 구조물의 최대변위는 감소하였다. 그러나 구조물의 고유주기 및 하중에 따라 가새의 강성이 커짐에 따라 구조물의 최대 변위와 누적된 손상이 증가하는 것으로 나타났다.

• Journal of Advanced Marine Engineering and Technology
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• 제34권2호
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• pp.296-302
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• 2010

If the fiber reinforced plastic is exposed to the moisture for a long period of time, most of moisture absorption occurs on the resin place, thus dropping cohesiveness between the molecules as the water molecules permeated between high molecular chains grant high molecular mobility and flexibility. Also as the micro crack occurs due to the permeation of moisture on the interface of glass fiber and epoxy resin, it is developed to the overall damage of interface place. Hence, the study on absorption is essential as the mechanical and physical properties of fiber reinforced composites are reduced. However, the study on absorption has the inconvenience needing to expose composite materials to fresh water or seawater for 1 month or up to 1 year. Therefore, this study has exposed fiber reinforced composites to fresh water and has developed a model with an accuracy of 98% after comparing the analysis value obtained by using ANSYS while basing on the experimental value of property decline by absorption and the basic properties of glass fiber and epoxy resin used in the experiment.