• Title/Summary/Keyword: 스트링거

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Buckling Test and Non-linear Analysis of Aluminium Isogrid Panel (알루미늄 lsogrid 패널의 좌굴시험 및 비선형 해석)

  • Yoo, Joon-Tae;Lee, Jong-Woong;Yoon, Jong-Hoon;Jang, Young-Soon;Yi, Yeong-Moo;Cho, Gwang-Rae
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.33 no.4
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    • pp.35-40
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    • 2005
  • There are many methods to reinforce the cylindrical structure for light weight design like skin-stringer and semi-monocoque. Isogrid is one of the reinforced structures to improve buckling load. Isogrid has many advantages for complex load case, internal pressure and concentrated load.In this paper, compressive buckling test and non-linear FE analysis of the isogrid panel are described. Diameter of panel is 2.4m and thickness of plate is 11.43mm. The angle which the panel accomplish is about 70 degrees and, its height is about 660mm. Local buckling, global buckling and variation of stiffness after local buckling were observed during buckling test of the panel. MSC/MARC is used for non-linear FE analysis. When analysis, initial imperfection of panel which occurred during plastic forming is considered. The results of analysis for buckling mode and buckling load have good agreements with test.

Development of Structural Analysis System of Bow Flare Structure(2) - Prediction of Wave Impact Load Area - (선수 구조부 구조해석 시스템 개발(2) - 파랑충격하중 면적의 추정 -)

  • S.G. Lee;J.W. Park
    • Journal of the Society of Naval Architects of Korea
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    • v.36 no.4
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    • pp.87-94
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    • 1999
  • Empirical design is still used to avoid a structural damage because impact phenomenon and structural behaviour due to wave impact load can not examined accurately. The damage due to wave impact load is largely affected by impact pressure impulse and impact load area. The objective of this study is, as the second step, to develop an efficient scantling program of bow flare structure, and to predict its impact load area by comparing maximum dented deformations at center of idealized panel structure model of bow flare structure of 300k DWT VLCC using LS/DYNA3D code, which will be used for its verification of dynamic structural analysis, as the next step. Through this study, the impact load area was estimated as $1.5s{\times}1.5s$ stiffener space(s) in the case of panel with stiffeners and as $2.5s{\times}2.5s$, with stringers, under impact pressure curve with peak height 6.5MPa, tail height 1.0MPa, and duration time 5.0msec.

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Study on Out-of-plane Properties and Failure Behavior of Aircraft Wing Unit Structures (항공기 날개 부분 단위구조체의 면 외 방향 물성 및 파손거동에 관한 연구)

  • Yoon, Chang-Mo;Lee, Dong-Woo;Byun, Joon-Hyung;Tran, Thanh Mai Nguyen;Song, Jung-il
    • Composites Research
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    • v.35 no.2
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    • pp.106-114
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    • 2022
  • Carbon fiber-reinforced plastic, well known high specific strength and high specific stiffness, have been widely used in the aircraft industry. Mostly the CFRP structure is fabricated by lamination of carbon fiber or carbon prepreg, which has major disadvantage called delamination. Delamination is usually produced due to absence of the through-thickness direction fiber. In this study, three-dimensional carbon preform woven in three directions is used for fabrication of aircraft wing unit structure, a part of repeated structure in aircraft wing. The unit structure include skin, stringer and rib were prepared by resin transfer molding method. After, the 3D structure was compared with laminate structure through compression test. The results show that 3D structure is not only effective to prevent delamination but improved the mechanical strength. Therefore, the 3d preform structure is expected to be used in various fields requiring delamination prevention, especially in the aircraft industry.

Low-speed Impact Localization on a Stiffened Composite Structure Using Reference Data Method (기준신호 데이터를 이용한 보강된 복합재 구조물에서의 저속 충격위치 탐색)

  • Kim, Yoon-Young;Kim, Jin-Hyuk;Park, Yurim;Shrestha, Pratik;Kwon, Hee-Jung;Kim, Chun-Gon
    • Composites Research
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    • v.29 no.1
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    • pp.1-6
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    • 2016
  • Low-speed impact was localized on a stiffened composite structure, using 4 FBG sensors with 100 kHz-sampling rate interrogator and devised localization algorithm. The composite specimen consists of a main spar and several stringers, and the overall size of the specimen's surface is about $0.8{\times}1.2m$. Pre-stored reference data for 247 grid locations and 36 stiffener locations are gathered and used as comparison target for a random impact signal. The proposed algorithm uses the normalized cross-correlation method to compare the similarities of the two signals; the correlation results for each sensor's signal are multiplied by others, enabling mutual compensation. 20 verification points were successfully localized with a maximum error of 43.4 mm and an average error of 17.0 mm. For the same experimental setup, the performance of the proposed method is evaluated by reducing the number of sensors. It is revealed that the mutual compensation between the sensors is most effective in the case of a two sensor combination. For the sensor combination of FBG #1 and #2, the maximum localization error was 42.5 mm, with average error of 17.4 mm.

Mechanical Characteristics of 3-dimensional Woven Composite Stiffened Panel (3차원으로 직조된 복합재 보강 패널의 기계적 특성 연구)

  • Jeong, Jae-Hyeong;Hong, So-Mang;Byun, Joon-Hyung;Nam, Young-Woo;Kweon, Jin-Hwe
    • Composites Research
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    • v.35 no.4
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    • pp.269-276
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    • 2022
  • In this paper, a composite stiffened panel was fabricated using a three-dimensional weaving method that can reduce the risk of delamination, and mechanical properties such as buckling load and natural frequency were investigated. The preform of the stringer and skin of the stiffened panel were fabricated in one piece using T800 grade carbon fiber and then, resin (EP2400) was injected into the preform. The compression test and natural frequency measurement were performed for the stiffened panel, and the results were compared with the finite element analyses. In order to compare the performance of 3D weaving structures, the stiffened panels with the same configuration were fabricated using UD and 2D plain weave (fabric) prepregs. Compared to the tested buckling load of the 3D woven panel, the buckling loads of the stiffened panels of UD prepreg and 2D plain weave exhibited +20% and -3% differences, respectively. From this study, it was confirmed that the buckling load of the stiffened panel manufactured by 3D weaving method was lower than that of the UD prepreg panel, but showed a slightly higher value than that of the 2D plain weave panel.