• Title/Summary/Keyword: 튜브 구조물

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Strength of CNT Cement Composites with Different Types of Surfactants and Doses (분산제의 종류 및 사용량에 따른 CNT 보강 시멘트 복합체의 강도변화)

  • Ha, Sung-Jin;Kang, Su-Tae;Lee, Jong-Han
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.19 no.2
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    • pp.99-107
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    • 2015
  • This study was aimed to investigate the difference in strength of Carbon Nanotube (CNT) reinforced cement mortars with different types of surfactants and doses. In the experimental program, CTAB, SDBS and TX10 which were common surfactants adopted to improve CNTs dispersion in fabricating CNT composites in many industrial fields were included and superplasticizer which was revealed to be effective to disperse CNTs especially in CNT reinforced cementitious composites were added as well. Superplasticizer presented less strength reduction in cement mortar and more strength gain by adding CNTs among four types of surfactants. Higher dosage of superplasticizer caused lower strength of cement mortar. Adding CNTs of 0.4 wt.% or less to cement didn't show strength enhancement by adding CNTs but 0.8 wt.% of CNTs resulted in strengthening effect after all. Finally, a combination of 0.1 wt.% of CNTs, superplasticizer and sonication treatment could lead to strength improvement by adding CNTs in cement mortar.

Flexural Capacity and Non-Linear Characteristic Evaluation of Circular Column Confined by Carbon Sheet Tube (카본시트튜브로 구속된 원형기둥의 휨내력 및 비선형 특성에 대한 연구)

  • Lee, Kyoung Hun;Yoo, Youn Jong;Kim, Hee Cheul;Hong, Won Kee;Lee, Young Hak
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.3
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    • pp.143-150
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    • 2007
  • Six full scale column specimens have been tested under the constant axial and cyclic lateral load. An equivalent stress block parameter was used to estimate flexural capacity of columns confined by carbon sheet tube. Through the non-linear regression analysis, behaviors of CFCST(Concrete Filled Carbon Sheet Tube) columns under the cyclic lateral load were estimated and compared with test results.

$B_N$-결함 질화붕소 나노튜브($B_N$-BNNT)를 활용한 $CO_2$ 흡착/전환 반응에 대한 이론 계산 연구

  • Choe, Hui-Cheol;Park, Yeong-Chun;Kim, Yong-Hyeon;Lee, Yun-Seop
    • Proceedings of the Korean Vacuum Society Conference
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    • 2013.08a
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    • pp.299.1-299.1
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    • 2013
  • 넓은 표면적을 갖는 탄소나노튜브(CNT)는 기체 분자의 흡착 성능이 기존의 다른 흡착제에 비해 우수한 것으로 알려져 있으나, CNT의 물리/화학적 성질은 튜브의 직경과 기하 구조에 의해 큰 차이를 나타내며 정제가 매우 까다롭다는 단점을 가지고 있다. CNT와 외형적으로 매우 흡사한 질화붕소 나노튜브(BNNT)의 경우, 구조와 직경에 상관없이 열적, 화학적 안정성이 우수하여 $CO_2$를 비롯한 다른 공해 물질들의 제거제나 흡착제로서 응용 가능성이 매우 높다. 본 연구진은, BN-결함을 도입한 BNNT 벽면에서의 $CO_2$ 흡착 반응과 $CO_2$를 에너지 물질인 HCOOH와 $H_2CO_3$로 전환하는 반응에 대한 양자화학 이론 계산 연구를 수행하였다. 그 결과, $CO_2$에 대한 $B_N$-BNNT 흡착 성능이 튜브의 직경에 상관없이 매우 우수하였고, $B_N$-BNNT 벽면상에 흡착된 $CO_2$가 물 분자와 반응할 경우 HCOOH와 $H_2CO_3$로의 전환반응이 효과적으로 진행되었다. 이러한 이론 계산 연구 결과는 BN-BNNT가 $CO_2$ 흡착제 및 에너지 전환 촉매로의 응용 가능성을 훌륭히 제시하고 있다.

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A Study on the Structural Integrity Considering the Installation of a Micro-tube Heat Exchanger (미세튜브 열교환기의 장착을 고려한 구조건전성에 관한 연구)

  • Oh, Se Yun;Kim, Tae Jin;Cho, Jong Rae;Jeong, Ho Sung
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.39 no.4
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    • pp.447-451
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    • 2015
  • The objective of this study is to predict the structural characteristics of a heat exchanger mounted on an aircraft engine using finite element analysis. The plastic fracture and life of the heat exchanger were estimated by a thermo-mechanical analysis. Tensile tests were conducted under high temperature conditions (700, 800, 900, 1000 K) using five specimens to obtain the mechanical properties of the Inconel 625 tubes. To assess the structural characteristics of the heat exchanger, the full and partial models were applied under the operating conditions given by the thermo-mechanical and inertial load. As a result, the case, tubesheet, flange, and mounting components have a reasonable safety margin to the allowable stress assuming a fatigue strength of Inconel 625 of 10000 cycles under 1000 K.

Study on Vacuum Pump Capacity with Leakage of Tube Structure (튜브구조물의 누설을 포함한 진공 펌프 용량에 관한 연구)

  • Nam, Seong-Won
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.1157-1161
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    • 2011
  • Parametric study has been conducted to calculate the capacity of vacuum pump system that will be used to maintain the pressure of the tube system under atmosphere level. Recently many railroad researchers pay attention to the tube train system as one of the super high speed transportation system. To achieve the ultra super high speed, the inside of tube system should be maintained the low pressure level. In the low pressure environment, it is well known that air resistance of train is drastically decreased. Vacuum pump system will be used to make the low pressure level of tube system, exhaust the leakage air and supplement additional vacuum pumping. Qualitative and quantitative study has been conducted to review the effects of major parameters concerned with the capacity of vacuum pump system. As a results of these studies, we get the lump capacity of vacuum pump for various parameters. These results can be used to analyse the effects of the reduction of air resistance.

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Feasibility and Filtering Efficiency of Geotextile Tube Structure with Polymer Material (지오텍스타일 재질에 따른 필터성능 및 튜브구조물 적용성 분석)

  • Oh, Young-In;Shin, Eun-Chul;Kim, Sung-Yoon
    • Journal of the Korean Geosynthetics Society
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    • v.4 no.1
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    • pp.7-15
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    • 2005
  • In recent years, the geotextile tubes filled with dredged material have been used in dike and breakwater construction for a number of projects around the world, and their use in this field is growing very fast. One of the most attractive advantages of geotextile tube technology is can be use the in-situ filling materials by hydraulic pumping, it can be also established lower costs and fast construction than other technology. Geotextiles form one of the two largest groups of geosynthetics and it is commonly made by two major types of polymer material(Polypropylene, Polyester). The objective of this paper is to examine several issues associated with drainage function and feasibility of geotextile tube structure such as filtering efficiency, dewatering efficiency, and filling process with polymer materials. Based on the laboratory filtering test and in-situ tests, polypropylene goetextile is more effective for drainage function of geotextile tube technology.

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가스발생기 뒷마개부의 열/구조 해석

  • 구송희;이방업;조원만
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 1996.05a
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    • pp.265-272
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    • 1996
  • 액츄에이터에 사용되는 터어보 펌프의 터어빈을 구동시키기 위한 가스발생기용 고체연료 추진기관의 뒷마개부에 대하여 열/구조 해석을 수행하였다. 가스발생기는 장시간 연소모타로써 뒷마개에는 단열이 되어 있지 않은 배출튜브가 나사로 체결되어 고온, 고압의 연소가스에 의해 뒷마개 구조물에 작용하는 열 하중이 상당히 클 것으로 판단되므로, 최적설계를 위하여 뒷마개부의 열 및 구조해석을 수행하여 열하중의 영향을 예측하고 경량화를 위한 설계자료를 얻고자 하였다. 본 논문에서는 해석결과만을 언급하였으며 차후에 수행될 지상시험시에 해석치와 실험치를 비교한 후 좀 더 정확히 모델링을 하여 열/구조 해석 결과를 뒷마개부의 최적설계에 활용하고자 한다. 해석 결과 열하중이 연소관과의 조립부에는 거의 영향을 주지 않았으나, 열과 압력하중이 동시에 작용할 경우에 뒷마개 배출튜브의 조립부 근접한 곳에서 항복응력을 넘는 응력이 발생하여 정확한 구조 해석을 위해서는 탄소성해석을 수행하여야 할 것으로 판단된다.

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The Flexural Behavior of a Circular Concrete Filled Carbon Tube Columns under the Constant Axial Force with Reversed Cyclic Lateral Load (축하중과 반복 횡하중을 받는 콘크리트 충진 원형 탄소섬유 튜브 기둥의 휨거동특성)

  • Hong, Won-Kee;Kim, Hee-Cheul;Chung, Jin-Hun
    • Journal of the Earthquake Engineering Society of Korea
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    • v.8 no.3
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    • pp.13-22
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    • 2004
  • The purpose of this study is to investigate the flexural behavior of circular concrete filled carbon tube(CFCT) columns subjected to constant axial load with the cyclic lateral load. Six numbers of composite columns were tested. Two parameters, winding angle and thickness of tube, were chosen to evaluate the flexural capacity and behavior of CFCT columns. Selected two parameters were considered simultaneously in order to evaluate the flexural behavior of CFCT columns more precisely. Flexural strength, deformation capacity, ductility and energy dissipation capacity of CFCT columns were evaluated by calculating the area of load-displacement envelop curves and load-displacement hysteresis curves obtained from experiment. Also, the ductile capacity obtained from experiment were compared to that of reinforced masonry wall for the comparison of existing structural element.