• 제목/요약/키워드: Composite Index

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초음속 항공기용 복합재 플래퍼론의 구조설계 및 해석 (Structural Design and Analysis of Composite Flaperon for a Supersonic Aircraft)

  • 이명수;권진회;강기환;이광영
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2004년도 추계학술발표대회 논문집
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    • pp.116-120
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    • 2004
  • A metal flaperon of a supersonic aircraft including the ribs, and skins was re-designed with a graphite/epoxy composite material to evaluate the weight saving effect. MSC/NASTRAN was used for the finite element analysis. The safety of the composite structures were evaluated in terms of the failure index, section cut, buckling, bearing/bypass and durability and damage tolerance analysis. After the application of the composite material, total weight saving of 25.6 pounds was achieved.

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분포하중을 받는 목재 적층복합재 빔의 볼트 체결 최적화 설계 (Design Optimization of Bolted Connection with Wood Laminated Composite Beams Subjected to Distributed Loads)

  • 조희근
    • 한국생산제조학회지
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    • 제26권3호
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    • pp.292-298
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    • 2017
  • Numerical analysis for various design parameters should be preceded by optimal design of composite materials. Numerous studies have been conducted on the bolting of interconnecting beams. In this study, the response surface method was applied to optimize the design of bolted joints connected by laminated wood composite beams. The response surface was created by combining the FEA code for composite analysis and the algorithm for forming the response surface. Optimization on this response surface was performed with a genetic algorithm to derive the results. The determination of the optimum bolt-hole position for the connection of composite beams is an optimization problem. Tsai-Wu composite failure index, maximum deflection, and simple von Mises stress are set as the objective functions. It has been proved that the design results of the optimized bolt-hole are superior to the design performance of the existing conventional bolt-hole position.

Evaluation of the Reliability of Distribution Power Systems Considering Composite Customer Interruption Cost

  • Choi Sang-Bong;Nam Kee-Young;Kim Dae-Kyeong;Jeong Seong-Hwan;Lee Jae-Duk;Ryoo Hee-Suk
    • KIEE International Transactions on Power Engineering
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    • 제5A권3호
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    • pp.286-292
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    • 2005
  • As the power industry moves towards open competition, there has been a call for methodology to evaluate power system reliability by using composite interruption cost. This paper presents algorithms to evaluate the interruption cost of distribution power systems by taking into consideration the failure source and the composite customer interruption cost. From the consumer's standpoint, the composite customer interruption cost is considered as the most valuable index to estimate the reliability of a power distribution system. This paper presents new algorithms that consider the load by customer type and failure probability by distribution facilities while calculating the amount of unserved energy by customer type. Finally, evaluation results of unserved energy and system interruption cost based on composite customer interruption cost are shown in detail.

패널 데이터모형을 적용한 국내일반은행 연체율 결정요인 추정에 관한 연구 (Estimating the Determinants for Rate of Arrearage in Domestic Bank: A Panel Data Model Approach)

  • 김희철;박형근
    • 한국산학기술학회논문지
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    • 제11권1호
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    • pp.272-277
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    • 2010
  • 국내일반은행 연체율은 그룹(대출형태)별로 다양한 원인에 의해서 연체율 결정이 이루어지고 있어 복잡성을 띠고 있다. 본 연구에서는 복잡성을 띠고 있는 연체율의 제 변인들을 파악하기 위해 패널 데이터 모형을 이용한 연구모형을 설정하고 이를 통해 연체율에 결정적으로 영향을 미치는 제 변인에 대하여 조사, 분석, 검증한다. 본 연구는 3 그룹(기업대출, 가계대출, 신용카드 대출)을 분석대상으로 하였다. 분석기간은 2005년 1월부터 2009년 6월 까지 자료를 이용하였고. 국내은행 연체율을 종속변수로 설정하고 소비자물가지수, 종합주가지수, 환율, 동행(경기)종합지수, 국민주택채권, 고용률을 독립 변수로 투입하였다. 국내일반은행 연체율 요인을 추정한 결과 소비자물가 지수는 정(+)의 영향을 미치는 유의한 변수로 나타나고 동행(경기)종합지수와 종합주가지수는 음(-)의 영향을 나타내는 유의적인 변수이지만 환율, 국민주택채권 그리고 고용률은 각각 음(-)의 영향을 나타내는 비유의적인 변수로서 연체율에 큰 영향을 주지는 않은 것으로 나타났다.

Flexural behavior of cold-formed steel concrete composite beams

  • Valsa Ipe, T.;Sharada Bai, H.;Manjula Vani, K.;Zafar Iqbal, Merchant Mohd
    • Steel and Composite Structures
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    • 제14권2호
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    • pp.105-120
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    • 2013
  • Flexural behavior of thin walled steel-concrete composite sections as cross sections for beams is investigated by conducting an experimental study supported by applicable analytical predictions. The experimental study consists of testing up to failure, simply supported beams of effective span 1440 mm under two point loading. The test specimens consisted of composite box and channel (with lip placed on tension side and compression side) sections, the behavior of which was compared with companion empty sections. To understand the role of shear connectors in developing the composite action, some of the composite sections were provided with novel simple bar type and conventional bolt type shear connectors in the shear zone of beams. Two RCC beams having equivalent ultimate moment carrying capacities as that of composite channel and box sections were also considered in the study. The study showed that the strength to weight ratio of composite beams is much higher than RCC beams and ductility index is also more than RCC and empty beams. The analytical predictions were found to compare fairly well with the experimental results, thereby validating the applicability of rigid plastic theory to cold-formed steel concrete composite beams.

전기활성 고분자 구동체에 의한 손가락 모형의 집기 운동 분석 (Analysis of Pinching Motion of a Finger Dummy Actuated by Electro-active Polymer Actuators)

  • 이두원;민민식;이수진;조재영;김동민;이계한
    • 한국정밀공학회지
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    • 제31권7호
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    • pp.643-649
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    • 2014
  • In order to demonstrate the possibility of applying an ionic polymer metal composite (IPMC) to a finger exoskeleton, pinching motion analysis was performed for a thumb-index finger dummy actuated by IPMC actuators. The IPMC actuators of 5mm in width and 40mm in length with 2.4mm thickness generated 1.52N of blocking force for the applying voltage of 4.0V. Three actuators were installed on the three rotary joint of an index finger, and one actuator was installed on one proximal joint. Positions of each joint and finger tip were recorded on the video camera, and motion was analyzed. Power supply to the index finger actuators preceded power supply to the thumb actuator, and key pinching motion was accomplished in 180s. Tip pinching was accomplished in 135s as power supply to the thumb preceded power supply to the index finger.

지속가능 환경평가지표의 개발에 관한 연구 (A Study on the Development of Sustainable Environmental Evaluation Index)

  • 임만택;권창룡
    • 한국주거학회논문집
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    • 제21권6호
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    • pp.99-108
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    • 2010
  • This study investigated the environmental indices in environmental administration, and to presents how to develop a sustainable environmental evaluation index. The index should be used to evaluate composite plans in the environmental aspects as well as means for setting goals of basic plans for the environment and its management. Specifically, the goals of composite plans are to check environments and land use frame, and evaluate individual measures (public projects). Environment policies are required to be 'a policy creating a clean environment' from 'a policy of environment regulation'. For the organization of a basic framework of environment policies, five topics are needed to be considered, such as the clarification of the idea of environment, establishment of environment regulations, environment management plan, plan to support civilian's action, and local government's efforts for the global matters of environment. For the amenity environments, people should expand their environmental behavior based on their voluntary intentions in transformation of personal life styles, projects with less load on the environment, development of environmentally-friendly projects with consideration for their impact on the earth. This study suggests that they should put more efforts into the development and implementation of useful environmental indices which effectively analyse the regional character to protect the natural ecology and create an sustainable environment with wide coverage.

Seismic damage evaluation of steel reinforced recycled concrete filled circular steel tube composite columns

  • Hui, Ma;Xiyang, Liu;Yunchong, Chen;Yanli, Zhao
    • Earthquakes and Structures
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    • 제23권5호
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    • pp.445-462
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    • 2022
  • To investigate and evaluate the seismic damage behaviors of steel reinforced recycled concrete (SRRC) filled circular steel tube composite columns, in this study, the cyclic loading tests of 11 composite columns was carried out by using the load-displacement joint control method. The seismic damage process, hysteretic curves and performance indexes of composite columns were observed and obtained. The effects of replacement rates of recycled coarse aggregate (RCA), diameter thickness ratio, axial compression ratio, profile steel ratio and section form of profile steel on the seismic damage behaviors of composite columns were also analyzed in detail. The results show that the failure model of columns is a typical bending failure under the combined action of horizontal loads and vertical loads, and the columns have good energy dissipation capacity and ductility. In addition, the replacement rates of RCA have a certain adverse effect on the seismic bearing capacity, energy consumption and ductility of columns. The seismic damage characteristics of composite columns are revealed according to the failure modes and hysteretic curves. A modified Park-Ang seismic damage model based on the maximum displacement and cumulative energy consumption was proposed, which can consider the adverse effect of RAC on the seismic damage of columns. On this basis, the performance levels of composite columns are divided into five categories, The interlayer displacement angle and damage index are used as the damage quantitative indicators of composite columns, and the displacement angle limits of composite columns at different performance levels under 80% assurance rate are calculated as 1/105, 1/85, 1/65, 1/28, and 1/25 respectively. On this basis, the damage index limits corresponding to each performance level are calculated as 0.045, 0.1, 0.48, 0.8, and 1.0 respectively. Finally, the corresponding relations among the performance levels, damage degrees, interlayer displacement angles and damage indexes of composite columns are established. The conclusions can provide reference for the seismic design of SRRC filled circular steel tube composite columns, it fills the vacancy in the research on seismic damage of steel reinforced recycled concrete (SRRC) filled circular steel tube composite columns.

적층각 변화에 따른 복합재료 기계적 체결부의 파손강도 (Failure Strength of the Composite Mechanical Joint according to the Stacking Angle)

  • 조대현;김철환;최진호
    • Composites Research
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    • 제30권4호
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    • pp.229-234
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    • 2017
  • 일반적인 복합재료 구조물에서 체결부는 가장 취약한 부분이다. 복합재 체결법은 접착 조인트와 기계적 조인트로 크게 나눌 수 있으나, 환경조건에 덜 민감한 부분에는 주로 기계적 조인트가 많이 사용되고 있다. 본 논문에서는 5가지의 적층각 변화를 가지는 복합재료 기계적 조인트의 파손하중을 실험하고 예측하였다. 기계적 조인트에 대한 유한요소 해석을 수행하고 Tsai-Wu와 Yamada-Sun 파손이론을 이용하여 파괴면적지수법(FAI)으로 파손강도를 예측하였으며, 이를 실험 결과와 상호 비교하였다. 실험과 해석결과, 복합재 기계적 체결부는 0도 층의 비율이 낮을수록 파손하중이 저하되었으며, 파괴면적지수법과 Yamada-Sun 파손식으로 13.03% 오차범위 내에서 파손하중을 예측할 수 있었다.

복합재 하이브리드 조인트의 파손강도에 관한 연구 (A Study on Failure Strength of the Hybrid Composite Joint)

  • 이영환;박재현;안정희;최진호;권진회
    • Composites Research
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    • 제22권2호
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    • pp.7-13
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    • 2009
  • 복합재료가 항공기 구조물 및 기계 부품 등에 폭 넓게 적용됨에 따라, 복합재료 구조들에서 가장 취약한 복합재료 체결부의 설계는 매우 중요한 연구분야로 대두되긴 있다. 본 논문에서는 접착 체결구조와 기계적 체결구조의 조합으로 되어 있는 하이브리드 조인트의 파손강도를 평가하고 예측하였다. 피착제의 두께, w/d, e/d가 서로 다른 10가지 하이브리드 조인트 시험편을 제작하여 평가하였다. 접착 체결구조와 기계적 체결구조의 파손 판정을 위해 파손영역법과 파괴면적지수법이 각각 적용 되었으며, 두 체결부위 중 어느 한족이 먼저 파손기준에 도달할 경우, 하이브리드 조인트가 파손되었다고 가정하였다. 이상의 실험과 해석결과로부터, 하이브리드 조인트 시편의 파손강도는 25.5%, 오차 범위 내에서 예측할 수 있었다.