• Title/Summary/Keyword: 복합재 결함

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Internet-based Repair for Aircraft Composites (인터넷 기반의 항공기용 복합재의 보수)

  • Chu, Won-Sik;Ahn, Sung-Hoon
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.30 no.5
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    • pp.48-55
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    • 2002
  • An Internet-based software called the Repair Advisory Service (RAS) was developed to assist aircraft composite repair. The RAS takes advantage of the web user interface and provides estimation of the failure loads of repaired composite laminates and Structural Repair Manual (SRM) with search capability. In this paper, a failure model of lap repair is discussed as an example of the modules in the RAS. The model takes into account anisotropy of each ply in the laminate and in the repair ply, and non-elastic behavior of the interlayer between the laminate and the repair patch. Failure loads calculated by the model were compared with test data, and a good agreement was found between the results of the model and the test.

Structural Test Analysis Study for Manufacturing of Flax Fiber Composite Blades for 30kW Wind Turbines (30kW 풍력터빈용 아마섬유 복합재 블레이드 제조를 위한 구조 시험 분석 연구)

  • Hye-Jin Shin;Ji-Hyun Lee;Sung-Young Moon;Jounghwan Lee
    • Composites Research
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    • v.36 no.1
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    • pp.32-36
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    • 2023
  • Recently, as global environmental issues for sustainable development, such as carbon neutrality, have emerged, disposal methods of glass fiber composites, a material of existing wind turbines, have become a problem. To solve this problem, in this study, 30kW wind turbine blades were manufactured using flax fiber-based composites, which are eco-friendly natural fiber composites that can replace existing glass fiber composites, and their suitability was evaluated. First, mechanical strength tests were conducted to verify the feasibility of using eco-friendly natural flax fiber composites as a wind turbine blade material, and as a result, better strength were confirmed compared to previous studies on the properties of flax fiber composites. In addition, the suitability was confirmed through a static strength performance evaluation test to measure the static strength of the flax fiber composite blade using the manufactured 30kW class flax fiber composite blade.

A Method to Predict the Open-Hole Tensile Strength of Composite Laminate (원공을 가지는 복합재 적층판의 인장강도 예측 기법)

  • Lee, Heun-Ju;Shin, In-Soo;Jeong, Mun-Gyu;Kweon, Jin-Hwe;Choi, Jin-Ho
    • Composites Research
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    • v.24 no.4
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    • pp.29-35
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    • 2011
  • The characteristic length method used to determine a laminate's strength generally requires the test for un-notched and notched laminates and finite element analysis together. In this paper, the methods used to predict the stress distribution and tensile characteristic length of open-hole laminates using the stress concentration factor and equivalent material properties are proposed. These methods do not require data on the failure load of open-hole laminates or finite element analysis. Once the stress and characteristic length have been determined, the failure load of the open-hole laminate can be calculated. The proposed method considers the effect of the material properties as a parameter and therefore can be applied to a variety of materials. The stress distribution is verified by comparing with a finite element analysis and test results. The predicted failure load shows a maximum deviation of 8% from the test results.

Natural Frequency Characteristics of Laminated Composite Structures Reinforced by a Wavy CNT (굴곡된 탄소나노튜브로 보강된 적층 복합재 판구조의 고유진동 특성)

  • Chultemsuren, Chunt;Choi, Hyung Bae;Lee, Sang-Youl
    • Composites Research
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    • v.34 no.2
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    • pp.123-128
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    • 2021
  • This paper dealt with multi-scale natural frequency characteristics of wavy CNT (carbon nanotube) reinforced composites by applying the Mori-Tanaka method, rule of mixture, and Halpin-Tsai equation. By compelling benefit of an ad-hoc Eshelby tensor, the load-transfer characteristics of CNT with a waviness implanted in the polymer matrix was determined. The numerical results obtained are in good agreement with those reported by other investigators. Furthermore, the new results reported in this paper show the interactions between CNT weight, waviness ratios and layup sequences of laminated composites. Key observation points are discussed and significant considerations are given in practical designing of CNT reinforced composites.

Probabilistic Fiber Strength of Composite Pressure Vessel (복합재 압력용기의 확률 섬유 강도)

  • 황태경;홍창선;김천곤
    • Composites Research
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    • v.16 no.6
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    • pp.1-9
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    • 2003
  • In this paper, probabilistic failure analysis based on Weibull distribution function is proposed to predict the fiber strength of composite pressure vessel. And, experimental tests were performed using fiber strand specimens, unidirectional laminate specimens and composite pressure vessels to confirm the volumetric size effect on the fiber strength. As an analytical method, the Weibull weakest link model and the sequential multi-step failure model are considered and mutually compared. The volumetric size effect shows the clearly observed tendency towards fiber strength degradation with increasing stressed volume. Good agreement of fiber strength distribution was shown between test data and predicted results for unidirectional laminate and hoop ply in pressure vessel. The site effect on fiber strength depends on material and processing factors, the reduction of fiber strength due to the stressed volume shows different values according to the variation of material and processing conditions.

Analytical Study on Effective Thermal Conductivity of Three-Phase Composites (3상 복합재의 등가열전도계수 예측에 대한 연구)

  • Lee, Jae-Kon;Kim, Jin-Gon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.12 no.7
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    • pp.2931-2938
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    • 2011
  • Effective thermal conductivity of three-phase composites, consisting of matrix and two kinds of spherical inclusions, has been derived as an explicit form by extending modified Eshelby model (MEM) for two-phase composites. The present results are compared with those by differential effective medium model (DEMM), which are also compared with the experimental results of two- and three-phase composites in the literatures to be validated. For two-phase composites, the results by MEM are better than those by DEMM for the inclusion volume fraction smaller than 0.5. Comparisons between the results by two models and experimental results have been made for three-phase composite, resulting in that MEM predicts better than DEMM for smaller volume fraction of the inclusion having larger inclusion-to-matrix thermal conductivity ratio, but DEMM predicts better as its volume fraction increases. It has been observed through parametric study that its volume fraction is the critical factor affecting the deviation of predictions by the two models. The results by them show a good agreement with the three-phase composite proposed by Molina et al..

Fabrication and Evaluation of Composite Panel with Hat-shaped Stiffeners (모자(Hat)형 보강재를 가진 복합재 패널의 제작과 평가)

  • Kim, Geon-Hui;Lim, Do-Wan;Choi, Jin-Ho;Kweon, Jin-Hwe;Lee, Tae-Joo;Song, Min-Hwan;Shin, Sang-Joon
    • Composites Research
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    • v.23 no.2
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    • pp.31-39
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    • 2010
  • In this paper, composite panels with hat-shaped stiffeners were made using the co-curing, co-bonding and secondary bonding methods. Co-curing is a manufacturing method in which the hat part and the plate are cured simultaneously in a manner that is more cost effective than other methods. Co-bonding is a method in which the stacked prepregs are cured with other cured parts, and secondary bonding is a method in which cured parts are bonded together using an adhesive. A rubber mold was manufactured for co-curing of composite panel with hat-shaped stiffeners, and finite element analyses were done to evaluate the expanding pressure of the rubber mold consistent with the curing temperature. The manufactured panels were also evaluated using a 3-D measurement tester and an ultrasonic tester. Pull-off tests were performed to evaluate their mechanical properties.

Evaluation of Shear Behavior of Reinforced Concrete Beams with FRCM Composites with Different Textile Grid Types (텍스타일 그리드 종류가 다른 FRCM 복합재를 적용한 철근콘크리트 보의 전단거동 평가)

  • Hyun Kong;Minsu Jo;Sua Lim;Donghwan Kim;Kilhee Kim
    • Land and Housing Review
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    • v.15 no.3
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    • pp.141-151
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    • 2024
  • This paper presents the results of an experimental study to evaluate the shear behavior of reinforced concrete beams reinforced with FRCM composites using different types of textile grids. It was found that the shear behavior of reinforced concrete beams with FRCM composites was observed by comparing the strains measured in the stirrups and textile grids. It was found that the ultimate strength of the strengthened specimens increased compared to the basic specimens, and the failure mode at ultimate strength changed from shear failure to bending failure. When the shear strength design values of the KDS 14 20 22 and AIJ ultimate strength types were compared with the actual experimental values, it was found that the AIJ ultimate strength type was more accurate. In addition, the shear contribution of FRCM composites in the A and T models was compared, and the results showed that both models had similar trends. Reflecting these results, it is recommended that further studies should be conducted to calculate the shear performance of beam members with FRCM composites and the shear contribution of FRCM composites by using the stirrup reinforcement ratio and the type of textile grid as variables.

Performance Degradation of Cement Composite Containing Municipal Solid Waste Incinerator Ash by Unburned Fabric (미연소 섬유분에 의한 도시 쓰레기 소각재 혼입 시멘트 복합재료의 성능감소)

  • Kim, Hyeong-Ki
    • Resources Recycling
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    • v.24 no.4
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    • pp.3-11
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    • 2015
  • The negative effects of unburned fabric in municipal solid waste incinerator (MSWI) ash on the performances of cement composite were investigated. The chemical and physical characteristics of MSWI ash powder containing high volume of unburned fabric were analyzed. The workability and compressive strength of mortar-type cement composites with the ash powder were evaluated. The workability of the cement composites was decreased mainly by unburned fabric in the ash, while the compressive strength was decreased by MSWI ash itself. From the experimental results, the critical limits for both MSWI ash and their powder containing unburned fabric in the cement composites should be limited from standpoint of the workability of the composite.