• 제목/요약/키워드: 복합열화

검색결과 282건 처리시간 0.026초

Crack Band Model 기반 손상변수를 이용한 탄소섬유강화 복합재료 적층판의 점진적 파손 거동 예측 및 검증 (Prediction and Evaluation of Progressive Failure Behavior of CFRP using Crack Band Model Based Damage Variable)

  • 윤동현;김상덕;김재훈;도영대
    • Composites Research
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    • 제32권5호
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    • pp.258-264
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    • 2019
  • 본 논문에서는 Hashin 파손 기준식과 crack band 모델이 접목된 손상변수를 이용하여 점진적파손해석 방법이 개발되었다. 파손기준식을 이용하여 파손의 개시 유무가 판단된다. 파손이 개시된 경우에는 각 파손모드(섬유 인장/압축, 기지 인장/압축)에서 손상변수가 선형 열화 거동에 따라 계산되고, 손상강성행렬을 계산하는데 사용된다. 손상강성행렬은 손상된 재료에 반영되고, 계산된 손상강성행렬을 이용하여 재료의 완전한 파괴를 의미하는 손상변수가 1인 시점이 되기까지 점진적 파손해석이 계속해서 반복적으로 수행된다. 일련의 과정들은 상용해석프로그램인 ABAQUS에 사용자 정의 부프로그램을 이용하여 수행되었다. 제안된 점진적파손해석 도구의 검증을 위하여, 원공을 가진 복합재료 적층판의 시험 결과와 비교를 수행하였으며, 시험 중 디지털 이미지 상관법을 이용하여 획득한 변형률 거동과 해석을 통해 획득한 변형률 거동을 비교하였다. 제안된 해석결과는 시험 결과와 비교하여 유효한 일치를 보였다.

테이프래핑 구조물의 구조 해석 및 파단 예측 (Structural Analysis and Failure Prediction of Tape-Wrapped Structures)

  • 구남서;박훈철;윤광준;이열화
    • 한국항공우주학회지
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    • 제32권3호
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    • pp.17-21
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    • 2004
  • 테이프래핑 구조물은 유도무기의 노즐 구조에 많이 사용되고 있는데 주로 주자직 복합재료를 띠모양으로 이은 다음 이를 맨드럴에 경사각을 가지게 감는 방법으로 제작된다. 적층된 구조물은 고압의 오토클레이브나 하이드로 클레이브에서 성형된다. 테이프래핑 구조물은 적층 형태가 일방향 복합재료의 경우와는 다르며, 제작 시 주어진 경사각을 고려한 해석이 필요하다. 본 연구에서는 테이프래핑 구조물에 대한 해석 기법을 고찰하였다. 먼저 4점 굽힘 실험에 대한 유한요소 해석 결과와 실험 결과를 비교함으로써 테이프래핑 구조물의 모델링 기법의 타당성을 검증하였다. 4점 굽힘 실험의 파단 하중과 이방성 파단 판정식의 결과를 비교함으로써 최적의 이방성 파단 판정식을 확인하였다.

플라즈마 처리한 고분자 복합재료의 표면특성변화 (Surface static properties in polymer hybrid material after plasma treatment)

  • 박종관
    • 전자공학회논문지 IE
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    • 제44권3호
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    • pp.6-11
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    • 2007
  • 본 연구는 플라즈마 처리한 고분자 복합재료 표면의 접촉각, X-선광전자분광법(XPS) 및 코로나 대전에 의한 표면 정전특성을 분석하여 발생된 화학적 변화와 정전적 특성 변화를 고찰하여 열화 메커니즘을 도출하였다. 플라즈마 처리된 시료의 접촉각 및 표면전위는 표면에 카르복실기 라디칼을 포함하는 다량의 측쇄화가 집중적으로 발생되어 처리시간에 따라 급격한 친수화가 진행되었다. 플라즈마 처리로 인한 화학적 변화에서 표면에 carboxyl 라디칼이 주로 형성되면서 급격히 표면 친수화로 변화하였다. 정전변화를 분석한 전위감쇠 결과에서 미처리 시료는 부극성 표면을 나타내었으나, 친수화 표면은 carboxyl 라디칼(-COO*)을 포함하는 정극성 라디칼로 인해 정극성 표면으로 변화하여 부극성 전하가 빠르게 감소하였다.

SI 열화학 수소 생산 공정 요오드 결정화기 열-물질 수지 계산 (Calculation of Mass-Heat Balance on the Iodine Crystallizer for SI Thermochemical Hydrogen Production Process)

  • 이평종;박병흥
    • 융복합기술연구소 논문집
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    • 제5권1호
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    • pp.1-5
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    • 2015
  • SI thermochemical hydrogen production process achieves water splitting into hydrogen and oxygen through three chemical reactions. The process is comprised of three sections and one of them is HI decomposition into $H_2$ and $I_2$ called as Section III. The production of $H_2$ included processes involving EED for concentrating a product stream from Section I. Additionally an $I_2$ crystallization would be considered to reduce burden on EED by removing certain amount of $I_2$ out of a process stream prior to EED. In this study, the current thermodynamic model of SI process was briefly described and the calculation results of the applied Electrolytes NRTL model for phase equilibrium calculations was illustrated for ternary systems of Section III. We calculated temperature and heat duty of an $I_2$ crystallizer and heat duty of heaters using UVa model and heat balance equation of simulation tool. The results were expected to be used as operation information in optimizing HI decomposition process and setting up material balance throughout SI process.

서냉 및 급냉슬래그를 적용한 콘크리트의 복합열화 저항성 (Resistance of concrete made with air- and water-cooled slag exposed to multi-deterioration environments)

  • 이승태;박광필;박정희;박세호
    • 한국도로학회논문집
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    • 제20권3호
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    • pp.11-18
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    • 2018
  • PURPOSES : Durability of concrete is traditionally based on evaluating the effect of a single deterioration mechanism such as freezing & thawing action, chloride attack, carbonation and chemical attack. In reality, however, concrete structures are subjected to varying environmental exposure conditions which often results in multi-deterioration mechanism occurring. This study presents the experimental results on the durability of concrete incorporating air-cooled slag(AS) and/or water-cooled slag(WS) exposed to multi-deterioration environments of chloride attack and freezing & thawing action. METHODS : In order to evaluate durable performance of concretes exposed to single- and multi-deterioration, relative dynamic modulus of elasticity, mass ratio and compressive strength measurements were performed. RESULTS :It was observed that multi-deterioration severely affected durability of concrete compared with single deterioration irrespective of concrete types. Additionally, the replacement of cement by AS and WS showed a beneficial effect on enhancement of concrete durability. CONCLUSIONS : It is concluded that resistance to single- and/or multi-deterioration of concrete is highly dependent on the types of binder used in the concrete. Showing the a good resistance to multi-deterioration with concrete incorporating AS, it is also concluded that the AS possibly is an option for concrete materials, especially under severe environments.

촉매 연소기용 촉매의 내구 성능 향상 연구 (Improvement of Durability Performance of Catalysts for a Catalytic Combustor)

  • 최병철;유진상;서용석;정필수
    • 융복합기술연구소 논문집
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    • 제9권1호
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    • pp.7-12
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    • 2019
  • The aim of this study is to improve the durability performance of catalysts for a catalytic combustor and to obtain operating conditions for stable combustion of the catalytic combustor. It was attempted to improve the durability of the catalysts by adding a promoter in order to reduce the cost of replacing Pt catalyst while maintaining stability. The main catalyst used in the study was Pt and the promoters were Ni and La. Pure Pt3/γ-Al2O3 catalyst without promoter was promoted to fast sintering states under harsh conditions and catalytic combustion was turned off, whereas the catalysts added La, Ni as promoter were showed relatively slow sintering states. It can be concluded that the promoter La, Ni effectively contributes to the improvement of the durability of the Pt catalyst, and it is possible to get longer durability and more stable duration than the conventional catalytic combustor.

혼합 적층 복합 재료판의 최적설계 (Optimal design of hybrid laminated composite plates)

  • 이영신;이열화;나문수
    • 대한기계학회논문집
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    • 제14권6호
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    • pp.1391-1407
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    • 1990
  • 본 연구에서는 Kam과 Chang의 연구와 같이 판의 최소 처짐, 판의 최대 모달 에너지 감쇠비 및 최대 고유 진동수를 설계제한 조건으로 택하고 Watkins와 Morris가 사용한 순환 선형 계획법을 이용하여 혼합 적층 복합 재료판의 최적설계를 수행하였다.

필라멘트 와인딩 복합적층재의 환경가속 노화시험 평가 (Degradation Characteristics of Filament-Winding-Laminated Composites Under Accelerated Environmental Test)

  • 김덕재;윤영주;최낙삼
    • 대한기계학회논문집A
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    • 제31권3호
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    • pp.295-303
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    • 2007
  • Degradation behaviors of filament-winded composites have been evaluated under the accelerated environmental test of high temperature, water immersion and thermal impact conditions. Two kinds of laminated composites coated by an urethane resin have been used: carbon-fiber reinforced epoxy(T700/Epon-826, CFRP) and glass-fiber reinforced phenolic (E-glass/phenolic, GFRP). For tensile strength of $0^{\circ}$ composites, CFRP showed little degradation while GFRP did high reduction by 25% under the influence of high temperature and water However for water-immersed $90^{\circ}$ composites tensile strength of both CFRP and GFRP showed high reduction. Bending strength and modulus of $90^{\circ}$ composites were largely reduced in water-immersion as well as high temperature environment. Urethane coating on the composite surface improved the bending properties by 20%, however hardly showed such improvement for water-immersed $90^{\circ}$ composites. In case of shear strength and modulus, both CFRP and GFRP showed high reduction by water-Immersion test but did a slight increase by high temperature and thermal impact conditions.

동해와 염해를 동시에 받는 콘크리트의 복합열화에 관한 연구 (A Study on the Combined Deterioration of Concrete subjected to Freezing-Thawing and Chloride Attack)

  • 김은겸;최상덕
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
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    • pp.225-228
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    • 2005
  • This paper was accomplished for analyzing the reason of the above deterioration happened on the deck of concrete bridge. The bridge was constructed at 660m above the sea level having more freezing and snowing days. Therefore, it is placed on the particular condition sprinkling $CaCl_2$ enough for keeping up with moderate traffic condition. When it is considered to the former condition, the bridge can be assumed to potentialities for combined deterioration with freezing-thawing under sprinkling deicing chemical. Core specimens were gathered from the concrete deck for clearing the reason of the above deterioration exactly, and it is used for various tests for measuring the compressive strength, elastic modulus, content of $Cl^-$, freezing-thawing at the fresh and salt water. As a result of freezing-thawing test, the specimen at the fresh water has over 90$\%$ of durability factor, but another specimen at 1$\%$ of salt water has 0$\%$ of durability factor at 140 cycles of the freezing-thawing. The result means that frost damage is sccelerated at the salt water. Therefore, the deterioration of the concrete deck is estimated to be occured by combined effects of freezing-thawing and chloride ion attack.

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염해 및 동결융해의 복합열화 작용에 의한 부식촉진시험에 관한 연구 (A Study on Accelerated Corrosion Test by Combined Deteriorating Action of Salt Damage and Freeze-Thaw)

  • 박상순;소병탁
    • Corrosion Science and Technology
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    • 제15권1호
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    • pp.18-27
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    • 2016
  • In this study, the accelerated corrosion test by combined deteriorating action of salt damage and freeze-thaw was investigated. freeze-thaw cycle is one method for corrosion testing; corrosion initiation time was measured in four types of concrete samples, i.e., two samples mixed with fly ash (FA) and blast furnace slag (BS), and the other two samples having two water/cement ratio (W/C = 0.6, 0.35) without admixture (OPC60 and OPC35). The corrosion of rebar embedded in concrete occurred most quickly at the $30^{th}$ freeze-thaw cycle. Moreover, a corrosion monitoring method with a half-cell potential measurement and relative dynamic elastic modulus derived from resonant frequency measures was conducted simultaneously. The results indicated that the corrosion of rebar occurred when the relative dynamic elastic modulus was less than 60%. Therefore, dynamic elastic modulus can be used to detect corrosion of steel bar. The results of the accelerated corrosion test exhibited significant difference according to corrosion periods combined with each test condition. Consequently, the OPC60 showed the lowest corrosion resistance among the samples.