• Title/Summary/Keyword: 구조손상평가

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Quality Characteristics of Osmotic Dehydrated Sweet Pumpkin by Different Drying Methods (건조방법에 따른 삼투처리 단호박의 품질 특성)

  • Hong, Joo-Heon;Lee, Won-Young
    • Journal of the Korean Society of Food Science and Nutrition
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    • v.33 no.9
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    • pp.1573-1579
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    • 2004
  • This study was conducted to develop intermediate material for new processed food from sweet pumpkin. Osmotic dehydration was carried out as pretreatment before drying. After the sweet pumpkins were pretreated under optimized osmotic dehydration conditions, they were dried by three drying methods (hot air drying, vacuum drying and cold air drying). The moisture contents of dried sweet pumpkin products by osmosis treatment (sucrose) and hot air drying, vacuum drying, and cold air drying were 14.48, 14.09 and 13.87%, respectively. Cold air drying preserved more vitamin C content and showed lower color difference than hot air drying and vacuum drying. As a result of microscopic analysis, cold air dried sweet pumpkin was observed regular tissue, while hot air and vacuum dried sweet pumpkins were observed a cell collapse following the loss of water.

Characteristic Analysis and Fabrication of Bioceramic Scaffold using Mixing Ratios of TCP/HA by Fused Deposition Modeling (압출 적층 조형 기술을 이용한 TCP/HA 의 혼합비율에 따른 바이오 세라믹 인공지지체의 제작 및 특성 연구)

  • Sa, Min-Woo;Kim, Jong Young
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.38 no.11
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    • pp.1273-1281
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    • 2014
  • Tissue engineering is an emerging research field that has the potential to restore, regenerate and repair damaged bone tissue and organs. Tricalcium phosphate and hydroxyapatite biomaterials-based calcium phosphate are excellent materials that have both osteoconduction and biocompatibility for bone tissue regeneration. In this study, solution structures were successfully fabricated using a fused deposition modeling system based on deposition and heating devices. The morphology characteristics of the bioceramic scaffolds sintered at a temperature of $1,300^{\circ}C$ were analyzed by scanning electron microscopy. The effects of various blended TCP/HA ratio on the microstructure and shrinkage were studied. The mechanical properties of the scaffolds were measured using a compression testing machine from stress-strain curves on the crosshead velocity of 1 mm/min. The fabricated scaffolds were evaluated by cell proliferation tests of MG-63 cells. The results of this study suggest that the blended TCP(75 wt%)/HA(25 wt%) scaffold is an appropriate scaffold for bone tissue regeneration.

A Study on the Evaluations of Damage Impact due to VCE in Liquid Hydrogen Charging Station (액화수소 충전스테이션에서 VCE로 인한 피해영향평가에 관한 연구)

  • Lee, Suji;Chon, Young Woo;Lee, Ik Mo;Hwang, Yong Woo
    • Journal of the Korean Institute of Gas
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    • v.21 no.5
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    • pp.56-63
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    • 2017
  • Hydrogen charging station was invested and supported around the world. In this study, the extent of damage caused by VCE in the charging station handling liquefied hydrogen was calculated, and the human and material damage was estimated through the Probit model. In addition The optimal height of vent stack for low temperature hydrogen was set. The damage range is 8.24m in small scale, 14.10m in medium scale, and 22.38m in large scale based on interest overpressure 6.9kPa. In case of death due to pulmonary hemorrhage, 50m of the small and medium scale and 100m of the large scale were injured. Structural damage was 200m in small scale, 300m in medium scale and 500m in large scale. The optimum height of the vent stack is 4.7 m in small scale, 8.8 m in medium scale and 16.9 m in large scale.

Estimation of Optimal Length of Apron for Scour Countermeasure of Parshall Flume (파샬플륨 세굴방지를 위한 적정 물받이 길이 산정에 관한 연구)

  • Hong, Nyung Kyo;Jung, Kang Hyun;Kim, Soo Young;Lee, Seung Oh
    • 한국방재학회:학술대회논문집
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    • 2011.02a
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    • pp.199-199
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    • 2011
  • 유량을 측정하는 수로 중 가장 많이 사용되고 있는 유량 계측 수공구조물은 위어와 파샬플륨이다. 하지만 위어는 직상류부분에 유사가 퇴적되는 단점을 가진 반면, 파샬플륨의 경우 부유사의 침전이 일어나지 않는 장점이 있다. 또한 파샬플륨의 손실수두는 위어의 약 25%에 불과하므로 파샬플륨이 계측수로로써 위어보다 상대적으로 유리하다. 현재 파샬플륨 내 흐름 특성에 관한 연구는 많이 이루어져 있으나 구조물 하류구간에서 발생하는 세굴에 관한 연구는 다소 부족한 실정이다. 따라서 본 연구는 유랑을 측정하는 계측 수공구조물인 파샬플륨의 하류구간 세굴을 수치모의를 통해 검토한 후 이를 바탕으로 물받이 길이를 산정하였다. 수치모의의 적정성 평가를 위해 국제표준화기구(ISO)에서 제시한 ISO No.1에 대해 세굴에 관한 수리모형실험을 실시한 후 수치모의와 비교한 결과 세굴 경향성이 유사하게 나타났다. 파샬플륨 규모별로 하류구간 세굴을 수치모의 한 결과 세굴 경향은 흐름에 따라 크게 4단계로 나뉘었다. 각 단계별로 도수의 위치가 다르며, 이로인하여 세굴 경향이 바뀌는 것으로 나타났다. 특히 도수의 발생 위치가 파샬플륨 내부에서 하류로 이동하면서 세굴심과 세굴 거리가 점차 증가하는 경향을 보였다. 따라서 도수의 발생 위치가 옮겨지기 전 최대 세굴심과 세굴 거리를 이용하여 물받이 길이를 결정하였으며, 도수의 발생 위치를 물받이 위치에 고정시키기 위하여 물받이 형상을 정수지형 물받이로 결정하였다. 산정된 물받이 길이 및 형상의 적정성을 검증하기 위하여 물받이를 ISO No.1에 적용한 후 수치모의를 수행하였다. 수치모의 결과 최대 세굴심은 설치전에 비하여 27.3% 감소하였으며 이에 따라 제시된 물받이는 적정하다고 판단된다. 추후 세굴에 관한 수리모형실험과 수치모의의 결과 비교시 최대세굴심 구간을 제외한 부분의 차이발생의 원인과 다른 형상의 물받이에 관하여 연구를 수행한다면 파샬플륨을 설계시 참고자료로 활용될 수 있을 것이며, 세굴로 인한 파샬플륨의 손상을 방지하는데 기여할 것이라고 기대된다.

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Strength and Crack-Damage Control Characteristics of Concrete Beams Layered with Strain-Hardening Cement Composites (SHCCs) (변형 경화형 시멘트 복합체로 단면 대체된 콘크리트 보의 강도 및 균열손상 제어 특성)

  • Yun, Hyun-Do;Kim, Sun-Woo;Jeon, Esther;Kim, Yun-Soo;Jang, Kwang-Soo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.269-272
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    • 2008
  • This paper reports on the cracking mitigation and flexural behavior experimentally observed in concrete prisms layered with strain-hardening cement composites (SHCCs) which is micro-mechanically designed cement composite and exhibits pseudo tensile strain-hardening behavior accompanied by multiple cracking while using a moderate amount of fiber, typically less than 2 percent in term of fiber volume fraction. In this study, SHCC is reinforced with 1.3 percent polyvinyl alcohol (PVA) and 0.20 percent polyethylene (PE) in volume fraction. Tests were conducted using $100{\times}100{\times}400mm$ long prisms supported over a simply supported span of 350mm. The four point load was applied using MTS servo control machine. The thickness patched with SHCC is the main variable for this study. Experimental study shows that when subject to monotonic flexural loading, the SHCC layered repair system showed 2.7 - 4.2 times increased load carrying capacity, and mitigated cracking damage of concrete beams layered with SHCC compared with plain concrete beams.

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Development of Inspection Robotic System for a Bridge Structure Based on Capstone Design (창의적 공학설계에 근거한 교량 조사용 탐사로봇 시제품 개발)

  • Yang, Kyung-Taek;Jeong, Suk-Won
    • The Journal of Korean Institute for Practical Engineering Education
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    • v.3 no.1
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    • pp.143-148
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    • 2011
  • In this study, the damage to the bridge structure such as the crack and water leakage was assessed due to the increase of the vehicle load and traffic on the roads. In order to make this into the database, as a part of the automation system development for the bridge maintenance, the students themselves designed and developed their own inspection robotic system based on the idea of robots currently being developed overseas. Its field testing was conducted and its applicability assessed. During the design and fabrication, its connection to the details of the unit course taken in the undergraduate level was focused. In terms of new product development, the field application was possible due to the support of the academic-industrial cooperation firms. Furthermore, through the survey of the students, the improvements in the practical skills of the students who participated in this development process was affirmed.

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Measurement of Dynamic Strains on Composite T-Joint Subjected to Hydrodynamic Ram Using PVDF Sensors (PVDF 센서를 이용한 수압램 하중을 받는 복합재 T-Joint의 동적 변형률 측정)

  • Go, Eun-Su;Kim, Dong-Geon;Kim, In-Gul;Woo, Kyeongsik;Kim, Jong-Heon
    • Composites Research
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    • v.31 no.5
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    • pp.238-245
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    • 2018
  • The hydrodynamic ram (HRAM) phenomenon is one of the main types of ballistic battle damages of a military aircraft and has great importance to airframe survivability design. The HRAM effect occurs due to the interaction between the fluid and structure, and damage can be investigated by measuring the pressure of the fluid and the dynamic strains on the structure. In this paper, HRAM test of a composite T-Joint was performed using a ram simulator which can generate HRAM pressure. In addition, calibration tests of PVDF sensor were performed to determine the circuit capacitance and time constant of the measurement system. The failure behavior of the composite T-Joint due to HRAM pressure was examined using the strain gauges and a PVDF sensor which were attached to the surface of the composite T-Joint.

Seepage-induced Face Stability of n Tunnel with Steel Pipe-reinforced Multistep Grouting (강관 다단 그라우팅으로 보강된 터널의 침투수력을 고려한 막장 안정성 검토)

  • 이인모;이재성;남석우;이형주
    • Journal of the Korean Geotechnical Society
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    • v.19 no.4
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    • pp.121-131
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    • 2003
  • Tunneling in difficult geological conditions is often inevitable especially in urban areas. Ground improvement and reinforcement techniques are often required to guarantee safe tunnel excavations and/or to prevent damage to adjacent structures. The steel pipe-reinforced multistep grouting method has been recently applied to tunnel sites in Korea as an auxiliary technique. In this study, the face stability with steel pipe-reinforced multistep grouting was evaluated emphasizing the effect of seepage forces. The study revealed that the influence of the steel pipe-reinforced multistep grouting on the support pressure in dry condition is not significant while there is relatively a large amount of reduction in seepage forces by adopting the technique in saturated condition. The effect of the anisotropy of permeability on the seepage force acting on the tunnel face was also estimated by conducting the coupled analysis. It was found that a higher horizontal permeability compared with the vertical one causes reduction in the seepage farce acting on the tunnel face.

인공관절의 수명 향상을 위해 Plasma Immersion Ion Implantation & Deposition 공정으로 증착된 NbN 박막에 대한 UHMWPE Liner 소재의 마모량 평가

  • Park, Won-Ung;Kim, Eun-Gyeom;Jeon, Jun-Hong;Choe, Jin-Yeong;Mun, Seon-U;Im, Sang-Ho;Han, Seung-Hui
    • Proceedings of the Korean Vacuum Society Conference
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    • 2012.02a
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    • pp.137-137
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    • 2012
  • 인공관절은 노인성 질환이나 자가 면역질환, 신체적인 외상 등으로 인하여 발생하는 관절의 손상 부위를 대체하기 위하여 고안된 관절의 인공 대용물이다. 인공 관절 중 인공 고관절의 경우 라이너(Liner)와 헤드(Head) 부분이 직접적인 마모 운동을 수행하게 되므로, 이 부분의 소재 특성에 따라 인공관절의 수명이 결정 되게 된다. 현재 헤드 소재로서는 Co-Cr-Mo 합금이, 라이너 소재로서는 고분자 소재인 UHMWPE (Ultra High Molecular Weight Polyethylene)가 주로 사용되고 있다. 이러한 MOP (Metal-On-Polymer) 구조의 인공관절의 경우, 충격흡수의 장점이 있는 반면, 관절 운동시 발생하는 UHMWPE 의wear debris에 의해 골용해가 발생하게 되어 인공관절의 수명이 저하되는 문제점이 있으며, 금속 헤드의 마모로 인한 금속이온의 용출은 세포 독성의 문제를 야기하여 인공관절의 수명을 저하시키는 또 다른 원인이 되고 있다. 따라서 본 연구에서는 PIII&D (Plasma Immersion Ion Implantation & Deposition) 공정을 이용하여 금속 (Co-Cr-Mo 합금)소재 위에 세라믹 (niobium nitride) 박막을 증착하여 상대재인 UHMWPE의 마모를 줄이고자 하는 연구를 진행하였다. 금속 소재 위에 증착된 세라믹 박막은 상대재인 UHMWPE의 마모량을 줄여줄 뿐만 아니라 금속이온의 용출을 막아준다는 장점이 있으나, 장시간의 마모 운동에 의하여 발생하는 박막의 박리 현상은 인공관절의 수명을 급격히 저하시키는 또 다른 원인이 된다. 이러한 단점을 해결하기 위하여, 박막의 증착 초기에 이온주입과 증착을 동시에 수행하는 dynamic ion mixing공정을 수행하였다. Dynamic ion mixing 공정을 수행함에 따라 박막과 금속 사이의 접착력이 증가하게 되어, UHMWPE의 마모량이 2배 가까이 감소하는 것을 확인할 수 있었으며, 장시간의 마모시험에서도 우수한 결과를 얻을 수 있었다. 또한 UHMWPE의 마모량을 감소시키기 위하여 박막을 증착하기 전에 금속 소재에 질소 이온주입을 수행하는 pre-ion implantation 공정을 도입하였다. 질소 이온주입 결과 Co-Cr-Mo 합금 표면에 부분적으로 CrN, Cr2N의 세라믹 상이 형성 되는 것을 확인할 수 있었으며, 그에 따라 UHMWPE의 마모량이 2배 이상 감소 되는 것을 확인 할 수 있었다.

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Fragility Assessment of Offshore Wind Turbine by Ship Collision (선박충돌에 의한 해상풍력발전기의 취약도 평가)

  • Cho, Byung Il;Kim, Dong Hyawn
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.25 no.4
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    • pp.236-243
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    • 2013
  • Offshore wind turbines has to be proved against accidental events such as ship collision. In this study, ship collision fragility analysis of offshore wind turbine is done. Dynamic collision analysis is accomplished by considering soil foundation interaction and fluid structure interaction. Uncertainties due to ship weight and speed, angle are also considered. By analyzing dynamic response of offshore wind turbine, fragility curves are obtained for different damage levels. They can be used for restricting boat speed around the wind turbine and allowable size of the boat for inspection and for other purposes. Results of the fragility, it was confirmed fragility of collision speed of bulk ship of 30,000DWT and 850ton barge ship.