• 한국환경복원기술학회지
• /
• 제5권3호
• /
• pp.23-30
• /
• 2002

In recently, using of steel reinforcements by reinforcing materials of the reinforced earth, micro-pile and root-pile etc,. is wide-spreading in the stabilizing control of cutting and embankment slopes, but the failure mechanism of reinforced earth as well as the effect of insert angles or types of reinforcement and others are not defined clearly. In this study, therefore heavy-duty direct shear tests were exercised on the reinforced soil and the non-reinforced soil, which was executed for research on the interaction of soil-reinforcement and theirs behavior. The hardness and softness and the standard sands were used for modeling of reinforced soil, the material constants for the computer simulation were estimated from the results of CD-Test. The effects of reinforcing and of friction increasing on the softness, area ratio of reinforcements is equal, were the better than them of the hardness, as well the reinforcing effects of shear strength without regard to the area ratio is much the same at $10^{\circ}$, insert angle of reinforced bar, differ from them of the existing study. Then, the results of numerical analysis showed that the behavior of reinforcements displayed bending resistance and shear resistance at $15^{\circ}$ and $30^{\circ}$, respectively. Also, the state of strain transfer was observed and the behavior of resistance mechanism on reinforcements presented almost the same them of landslides stabilizing pile.

• 수산해양기술연구
• /
• 제47권1호
• /
• pp.1-9
• /
• 2011

In order to investigate the cause and magnitude of scale effect occurring in the model experiments of fishing nets, five pairs of Nylon pyramid nets and one pair of PE ones in which all the two nets paired were equal each other in the factors determining their flow resistance, i. e., the ratio d/l of diameter d to length l of bars, the angle f between two adjacent bars, the attack angle q of nettings to the water flow, and the wall area S of nets, and different in the values of d and l were prepared. Then, the nets were attached to the circular steel frame alternately and their flow resistances with shapes in water were measured on the sea ascribing no turbulent flows by using the tension meter made of a block bearing for the experiment. All the Nylon nets were spreads out easily in water to form a circular cone at relatively low velocity of water and showed the resistance smaller a little in the nets with larger d and l than them with smaller d and l, because the filtration of water through meshes become easier in nets especially with larger l. But PE nettings were not spread out sufficiently on account of their small flexibility and showed higher resistance especially in them with thicker twines. Therefore, the difference in bar length or mesh size and flexibility of nettings between prototype and model nets are regarded to become factors ascribing scale effect. Especially the influence of the difference in mesh size may become large significantly in actual model experiments because the mesh size of model nets is decided at much larger value than that given by scale ratio and so the difference of mesh size between the two nets become much larger than that between nets used in this experiment.

• 한국지반신소재학회논문집
• /
• 제8권2호
• /
• pp.11-20
• /
• 2009

본 연구는 국내의 초연약지반에 적용 가능한 표층보강재를 이용한 연약지반 표층처리공법을 정립시키기 위한 기초적 연구로서 표층처리공법 지지력 산정방법을 제안하는 것을 목적으로 하고 있다. 이를 위하여 직포, 지오그리드, 강봉(대나무 대채재료)을 이용한 보강재의 단부 구속조건을 완전구속, 부분구속(3종류)으로 한 21 종류의 실내모형실험을 수행하였다. 또한 실험결과를 이용해 보강재의 강성도가 지지력효과에 미치는 영향을 고려한 지지력 산정방법을 제안하였다.

• Composites Research
• /
• 제16권2호
• /
• pp.26-32
• /
• 2003

레이저 융착된 광섬유의 절단 부위에 대한 보호를 위한 관심이 크게 높아지고 있다 일반적으로 절단된 광섬유의 융착부분은 다른 부위에 비해 상대적으로 매우 취약하며 이러한 이유로 광섬유를 광 통신망에 사용할 때 동일 부분에서의 손실이 추가적으로 일어날 수 있다 일반적으로 광섬유 융착 부위는 일반 광섬유의 파괴 강도에 비해 약 1/10인 0.4～l kg로 감소된다. 이러한 이유로 인해 광 융착 부위의 보강이 절실히 요구되고 있다. 그러나, 이러한 구조물의 대부분이 철심 형태의 구조물을 삽입한 슬리브로 보강됨에 따라 굽힘에 대해 효과적으로 대응하지 못할 뿐 아니라 일단 구조물이 굽혀졌을 경우에는 지속적인 광 손실을 발생시키는 요인이 된다. 이러한 문제점을 보완하기 위하여 복합재료로 제작된 코일형 스프링 구조물 형태의 슬리브가 제안되었다. 이러한 슬리브는 기존의 슬리브의 취약점이었던 직하중에 대해 서로 효과적으로 반응할 뿐 아니라 굽힘 및 인장/압축 하중에도 효과가 있음을 알 수 있었다.

• Structural Engineering and Mechanics
• /
• 제65권3호
• /
• pp.291-302
• /
• 2018

Rigid body spring method (RBSM) is an effective tool to simulate the cracking process of structures, and has been successfully applied to investigate the behavior of reinforced concrete (RC) members. However, the theoretical researches and engineering applications of this method mainly focus on two-dimensional problems as yet, which greatly limits its applications in actual engineering projects. In this study, a three-dimensional (3-D) RBSM for RC structures is proposed. In the proposed model, concrete, reinforcing steels, and their interfaces are represented as discrete entities. Concrete is partitioned into a collection of rigid blocks and a uniform distribution of normal and tangential springs is defined along their boundaries to reflect its material properties. Reinforcement is modeled as a series of bar elements which can be freely positioned in the structural domain and irrespective of the mesh geometry of concrete. The bond-slip characteristics between reinforcing steel and concrete are also considered by introducing special linkage elements. The applicability and effectiveness of the proposed method is firstly confirmed by an elastic T-shape beam, and then it is applied to analyze the failure processes of a Z-type component under direct shear loading and a RC beam under two-point loading.

• 한국터널지하공간학회 논문집
• /
• 제9권1호
• /
• pp.83-89
• /
• 2007

터널 굴착은 응력해방을 발생시키기 때문에 연약한 지반에서의 터널 굴착 시에는 막장의 안정성 확보가 무엇보다도 중요한 사안으로 대두되고 있다. 이에 대한 대책 공법 중 굴착대상 막장면을 일정한 강성을 가진 강봉이나 유리섬유 파이프를 이용하여 선행 보강하는 페이스 볼트 공법이 적용되고 있다. 본 연구에서는 이러한 페이스 볼트를 이용한 막장 보강공법의 적용성을 검토하기 위해 페이스 볼트 공법이 필요한 연약한 지반에서 타설 되는 볼트의 개수를 0, 20, 40, 60, 80, 100개의 6가지 Case와 길이를 0.5D (2가지), 1.0D, 1.5D, 2.0D의 5가지 Case에 관하여 $FLAC^{3D}$ Ver.2.1을 이용해 3차원 연속체 해석을 실시하였다.

• Journal of Chest Surgery
• /
• 제39권2호
• /
• pp.171-175
• /
• 2006

최소 침습성 흉부수술은 최근에 가장 발전되어온 중요한 수술의 한 분야이다. 선천성 낭종성 선종양 기형은 비교적 드물게 발생하는 폐질환으로 누두흉, 선천성 심장 및 폐혈관 질환 같은 여러 가지 선천성 기형 등이 동반될 수 있다. 저자들은 우하엽 폐에 선천성 낭종성 선종양 기형이 있으며 누두흉이 동반된 5세 된 남아 환자를 최소 침습적인 방법으로 치료 경험하였다. 저자들은 흉강경을 이용하여 우하엽 폐절제술을 실시하였고, 동시에 누두흉에 대해서는 흉골 하 금속막대를 이용한 너스 술식으로 교정하였다. 이와 같이 이러한 질환에 대한 최소 침습적인 수술방법은 유용하고 미용적으로 우수하다.

• Smart Structures and Systems
• /
• 제26권4호
• /
• pp.507-520
• /
• 2020

In order to achieve effective corrosion monitoring of buried metal pipelines, a Novel nondestructive Testing (NDT) methodology using ultra-long (250 mm) Polymer Optical Fiber (POF) sensors coated with the Fe-C alloy film is proposed in this study. The theoretical principle is investigated to clarify the monitoring mechanism of this method, and the detailed fabrication process of this novel POF sensor is presented. To validate the feasibility of this novel POF sensor, exploratory research of the proposed method was performed using simulated corrosion tests. For simplicity, the geometric shape of the buried pipeline was simulated as a round hot-rolled plain steel bar. A thin nickel layer was applied as the inner plated layer, and the Fe-C alloy film was coated using an electroless plating technique to precisely control the thickness of the alloy film. In the end, systematic sensitivity analysis on corrosion severity was further performed with experimental studies on three sensors fabricated with different metal layer thicknesses of 25 ㎛, 30 ㎛ and 35 ㎛. The experimental observation demonstrated that the sensor coated with 25 ㎛ Fe-C alloy film presented the highest effectiveness with the corrosion sensitivity of 0.3364 mV/g at Δm = 9.32 × 10^-4 g in Stage I and 0.0121 mV/g in Stage III. The research findings indicate that the detection accuracy of the novel POF sensor proposed in this study is satisfying. Moreover, the simple fabrication of the high-sensitivity sensor makes it cost-effective and suitable for the on-site corrosion monitoring of buried metal pipelines.

• 한국농공학회논문집
• /
• 제60권4호
• /
• pp.15-25
• /
• 2018

The accident risk at the construction workplace associated with agricultural engineering is comparatively higher than those of other fields due mainly to its complex work types and processes. Agricultural engineering deals with a variety of agricultural infrastructures from irrigation and drainage facilities to giant-scale coastal reclamation land infrastructures. The characteristics that most agricultural projects have conducted on a small-scale even worsen the situation drawing low attentions to risk management. Therefore, systematical risk assessment that focuses on details of agricultural construction work process is required in order to enhance safety management capacity and to prevent repetitive accidents ultimately. This study aims to categorize construction work types and processes of agricultural construction works, and to quantitatively assess the accident risk of them based on accident analysis. Regarding classification of construction works, actual 827 accident cases were thoroughly reviewed and coded by their construction site, facility and work type, project scale and so on. Most accidents (71.8 % of total cases) occurred in small-scale construction workplaces with less than 5 billion Korean won project budget. And those accidents related to agricultural infrastructure project (37.4%) and agricultural water development project (22.4%). In terms of work types, accidents frequently took place in form-work followed by pipe installation work, steel bar work and concrete work. The potential risks were compared with actual outbreak of accidents based on Analytic Hierarchy Process (AHP). The results show that the potential conditions of accident expected to be took place is somewhat different from the actual conditions where accidents actually happened. This implicates that risk management manuals or education needs to be adjusted by reflecting unexpected circumstances. Overall, this study is meaningful in that the results could be foundations as to strengthen risk management capacity for agricultural engineering projects.

• 한국구조물진단유지관리공학회 논문집
• /
• 제8권3호
• /
• pp.149-158
• /
• 2004

본 연구는 유효전단스팬에 대한 깊이의 비가 1.0인 깊이가 큰 보에 대해서 유효전단영역내에 개구부에 대한 파괴 메카니즘의 변화와 전단파괴된 후 보수 보강에 따른 부재 내력의 복원력에 관한 연구로서, 그 결론는, 전단파괴한 유공보 시험체의 초기사균열 하중은 시험체 간에 큰 차이가 없어 시험체의 배근형태에 영향을 받지 않는 것으로 나타났으며, 아라미드 시트로 보강된 시험체의 균열 및 파괴형태는 중앙부의 휨 균열과 전단지간의 사균열이 동시에 발생한 후, 최대내력근처에서 유공측의 전단균열이 확대되어, 시트면의 중앙부위가 박리되면서 전단파괴 되었다. 전단파괴된 깊이가 큰 보 시험체를 아라미드 섬유시트로 보강한 결과 보강전과 비교하여 최대내력은 최소 34.4%, 최대 83.8%의 증가를 나타내어 파괴전의 내력을 복원하는 것으로 나타났다.