• Title/Summary/Keyword: laminated composite structure

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복합적층쉘의 저속충격에 대한 동적 거동 해석 (Dvnarnic Reswnse of Laminated Com~osite Shell under Low-Velocity Impact)

  • 조종두;조영훈
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1994년도 추계학술대회 논문집
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    • pp.969-974
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    • 1994
  • The dynamic behavior of graphite/epoxy laminated composite shell structure due to low-velocity impact is investigated using the finite element method. In this analysis, the Newmark's constant-acceleration time integration algorithm is used. The impact response such as contact force, central deflection and dynamic strain history form shell structure analysis are compared with those form the plate non-linear analysis. The effects of curvature, impact velocity and mass of impactor on the composite shell are discussed.

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배터리 모듈의 경량화 및 품질 향상을 위한 선택적 복합재료 패치에 관한 연구 (A Study on Selective Composite Patch for Light Weight and Quality Improvement of Battery Module)

  • 이승찬;하성규
    • Composites Research
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    • 제32권1호
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    • pp.13-20
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    • 2019
  • 본 연구에서는 전기 자동차의 주요 부품 중 하나인, Battery Module의 품질 Issue 및 부품특성 개선을 위해 복합재료를 사용하여 구조보강 하였으며, 단일소재의 단점을 극복할 수 있는 Hybrid 개념의 기구 구조 최적화를 수행하고 성능을 비교하였다. 이를 위해 고전 적층 판 이론(Classical Laminated Plate Theory, CLPT)에 따른 복합재료 주요 설계 변수 도출 및 복합재료 물성 예측 알고리즘에 대해 연구하였으며, 설계된 복합재료의 기계적 물성을 바탕으로 유한요소해석(FEM)을 통해 Battery Module의 성능을 검증하였다. 이를 통해 자동차 Battery 부품의 안정성 및 경량화 등의 부품 특성 개선 여부를 확인할 수 있었다. 최종적으로 검증결과에 따르면 Selective Composite Patch로 보강된 Hybrid Battery Module은 기존 Al Battery Module에 비해 30%의 중량 감소 및 제품 두께 32.5%를 줄일 수 있고, 충격 성능 유지 등 Hybrid 구조의 장점을 입증하였다.

구조용 강철과 구조용 집성재 복합재료 보의 역학적 성질 (Mechanical Properties of Composite Materials Composed of Structural Steel and Structural Glued Laminated Timber)

  • 장상식;김윤희;장영익
    • Journal of the Korean Wood Science and Technology
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    • 제37권4호
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    • pp.300-309
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    • 2009
  • 목재를 이용한 구조의 효율적인 사용은 자원의 낭비를 줄이고 세계 환경을 보호할 수 있다. 이 연구는 대단면 목조건축을 위해 강재와 구조용 집성재를 이용한 내화성능을 지닌 복합재료의 개발을 목적으로 한다. 내화 시험에 앞서 구조용 강재와 구조용 집성재를 이용한 복합재료의 휨강도 특성을 확인하고자 한다. 구조용 강재 보(H type)와 구조용 집성재 보, 구조용 강재와 구조용 집성재를 이용한 복합재료 보의 휨시험을 시행하였다. 구조용 집성재간의 접착제로는 레졸시놀계를 사용하였으며 구조용 강재와 구조용 집성재 간의 접착제로는 폴리우레탄 수지를 사용하였다. 휨시험은 KS F 2150에 의거하여 시행하였으며 각각의 평균 최대하중은 복합재료가 137.5 kN, 구조용 집성재가 106.5 kN, 구조용 강재가 48 kN을 나타내었다. 구조용 집성재가 높은 휨탄성력을 지니고 있기 때문에 복합재료를 사용할 경우 구조적 안정성을 부여할 뿐 아니라 친환경적인 재료로 이용될 수 있을 것이다.

유한 요소법을 이용한 복합 적층 구조물의 진동 해석 연구 (A Study on the Vibration Analysis of Composite Laminated Structure Using F.E.M)

  • 허동현;김영권;신귀수;이기형;정인성
    • 한국자동차공학회논문집
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    • 제5권3호
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    • pp.220-228
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    • 1997
  • We discuss finite element approximation and use a Mindlin plate element based upon uniformly reduced numerical integration. The finite element selected for use in this work is a four-node, bilinear displacement element based upon the Mindlin theory of plates. Such elements show good accuracy for laminated composite plates when reduced numerical integration is used to evaluate the element marices. This study presents both the experimental and F.E. results for the natural frequencies of CFRPURETHANE-CFRP Composite plate. Good agreement between experimental and calculated frequencies is achived.

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복합 적층 개단면 보의 최적설계 (Optimal Design of Laminated Composite Beams with Open Cross Section)

  • 배하록;홍순호;신영석
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1999년도 가을 학술발표회 논문집
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    • pp.309-316
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    • 1999
  • Laminated composite plates are very useful in various fields of engineering where high strength-to-weight and stiffness-to-weight ratios are required. Design optimization of composite structures has gained importance in recent years as the engineering applications of fiber reinforced materials have increased and weight savings has become an essential design objective. However, due to the anisotropic material properties of laminated composite structure it is very difficult to analyze and design. In this study, numerical optimization technique together with the finite element method is used to find the optimum design of FRP. Various combination of fiber orientation for the laminate layers are investigated and several local optimum solutions are found.

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유전알고리즘을 이용한 복합 적층보의 최적설계 (Optimum Design of Composite Laminated Beam Using GA)

  • 구봉근;한상훈;이상근
    • 전산구조공학
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    • 제10권4호
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    • pp.349-358
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    • 1997
  • 본 논문은 복합 적층구조의 최적설계에 있어서 유전알고리즘(GA)의 응용성을 보여준다. 설계점들의 최기집단이 확률론적 과정에 의해 무작위로 생성되고, 설계점들의 개선을 위해 자연선택과 적자생존의 원리가 적용되었다. 유전알고리즘의 범용성 및 신뢰성 검증을 위해 5가지 검증 함수를 고려하였으며, 수치예에서 연속형 및 정수형 그리고 이산형 설계변수를 동시에 갖는 복합 적층 캔틸레버보의 최소 중량 설계가 외부 벌칙함수가 부가된 유전알고리즘에 의해 수행되었다. 설계 문제는 강도, 변위 그리고 고유진동수 제약조건을 포함하면서 다차 비선형성으로 정식화 되었다. 수치예의 결과에 대한 비교분석을 통해 유전알고리즘 탐색 기법이 높은 범용성을 지니면서 양질의 최적해를 매우 효과적으로 찾게됨을 보였다.

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Monitoring of Moisture and Dimensional Behaviors of Nail-Laminated Timber (NLT)-Concrete Slab Exposed to Outdoor Air

  • HWANG, Sung-Wook;CHUNG, Hyunwoo;LEE, Taekyeong;AHN, Kyung-Sun;PANG, Sung-Jun;BANG, Junsik;Won, Hyo;OH, Jung-Kwon;YEO, Hwanmyeong
    • Journal of the Korean Wood Science and Technology
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    • 제50권5호
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    • pp.301-314
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    • 2022
  • The moisture and dimensional behaviors of a nail-laminated timber (NLT)-concrete slab composed of an NLT-plywood composite and topping concrete are monitored for 385 days. The slab is developed for using as flexural elements such as floors. The humidity control of wood gently introduces significant fluctuations under the ambient relative humidity into the slab, and fluctuations in the relative humidity result in dimensional changes. The equilibrium moisture content of the slab increases from 6.7% to 15.3% during the monitoring period, resulting in a width (radial) strain of 0.58%. The length (longitudinal) strain is negligible, and the height (tangential) strain is excluded from the analysis because of abstruse signal patterns generated. Concrete pouring causes a permanent increase in the width of the NLT-plywood composite. However, the width deforms because the weight of the concrete mixture loosens the nail-laminated structure, not because of the significant amount of moisture in the mixture. The dimensional stabilization effect of the nail-laminated system is demonstrated as the composite strain is lower than the total strain of lumber and plywood, which are elements constituting the nail-laminated structure.

Active vibration control of smart composite structures in hygrothermal environment

  • Mahato, P.K.;Maiti, D.K.
    • Structural Engineering and Mechanics
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    • 제44권2호
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    • pp.127-138
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    • 2012
  • The composite materials may be exposed to environmental (thermal or hygral or both) condition during their service life. The effect of environmental condition is usually adverse from the point of view of design of composite structures. In the present research study the effect of hygrothermal condition on the design of laminated composite structures is investigated. The active fiber composite (AFC) which may be utilized as actuator or sensor is considered in the present analysis. The sensor layer is used to sense the level of response of the composite structures. The sensed voltage is fed back to the actuator through the controller. In this study both displacement and velocity feedback controllers are employed to reduce the response of the composite laminate within acceptable limit. The Newmark direct time integration scheme is employed along with modal superposition method to improve the computational efficiency. It is observed from the numerical study that the laminated composite structures become weak in the presence of hygrothermal load. The response of the structure can be brought to the acceptable level once the AFC layer is activated through the feedback loop.

On static bending of multilayered carbon nanotube-reinforced composite plates

  • Daikh, Ahmed Amine;Bensaid, Ismail;Bachiri, Attia;Houari, Mohamed Sid Ahmed;Tounsi, Abdelouahed;Merzouki, Tarek
    • Computers and Concrete
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    • 제26권2호
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    • pp.137-150
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    • 2020
  • In this paper, the bending behavior of single-walled carbon nanotube-reinforced composite (CNTRC) laminated plates is studied using various shear deformation plate theories. Several types of reinforcement material distributions, a uniform distribution (UD) and three functionally graded distributions (FG), are inspected. A generalized higher-order deformation plate theory is utilized to derive the field equations of the CNTRC laminated plates where an analytical technique based on Navier's series is utilized to solve the static problem for simply-supported boundary conditions. A detailed numerical analysis is carried out to examine the influence of carbon nanotube volume fraction, laminated composite structure, side-to-thickness, and aspect ratios on stresses and deflection of the CNTRC laminated plates.

적층된 복합 및 샌드위치 판 구조의 자유진동 해석을 위한 EAS 고체 유한요소 (EAS Solid Element for Free Vibration Analysis of Laminated Composite and Sandwich Plate Structures)

  • 박대용;노명현;이상열
    • 복합신소재구조학회 논문집
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    • 제3권3호
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    • pp.22-30
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    • 2012
  • This study deals with an enhanced assumed strain (EAS) three-dimensional element for free vibration analysis of laminated composite and sandwich structures. The three-dimensional finite element (FE) formulation based on the EAS method for composite structures shows excellence from the standpoints of computational efficiency, especially for distorted element shapes. Using the EAS FE formulation developed for this study, the effects of side-to-thickness ratios, aspect ratios and ply orientations on the natural frequency are studied and compared with the available elasticity solutions and other plate theories. The numerical results obtained are in good agreement with those reported by other investigators. The new approach works well for the numerical experiments tested, especially for complex structures such as sandwich plates with laminated composite faces.