• Title/Summary/Keyword: GFRP composites

Search Result 134, Processing Time 0.026 seconds

Visualization of Permittivity Distribution in GFRP using Full-Field Scanning Free Space Measurement System (전영역 스캐닝 자유공간 측정 시스템을 이용한 GFRP의 유전율 분포 가시화)

  • Hyun, Jong-Min;Ahmed, Hasan;Lee, Jung-Ryul
    • Composites Research
    • /
    • v.31 no.3
    • /
    • pp.99-103
    • /
    • 2018
  • This paper visualizes the full-field permittivity distribution at the standard specimens having known electromagnetic characteristics using a scanning free space measurement (SFSM) system. First, in the two Teflon specimens with different thicknesses, the real and loss tangent of permittivity could be measured and the results agreed to the theoretical and other measurement values. Then the system has been applied to Glass/epoxy and visualized different permittivity distribution depending on the material kind. Therefore, this approach will overcome the point measurement limitation of FSM and can be used for even sub-structural full-field electromagnetic evaluation of stealth and radome structures.

Test and Numerical Analysis for Penetration Residual Velocity of Bullet Considering Failure Strain Uncertainty of Composite Plates (복합판재의 파단 변형률 불확실성을 고려한 탄 관통 잔류속도에 대한 시험 및 수치해석)

  • Cha, Myungseok;Lee, Minhyung
    • Transactions of the Korean Society of Mechanical Engineers A
    • /
    • v.40 no.3
    • /
    • pp.281-288
    • /
    • 2016
  • The ballistic performance data of composite materials is distributed due to material inhomogeneity. In this paper, the uncertainty in residual velocity is obtained experimentally, and a method of predicting it is established numerically for the high-speed impact of a bullet into laminated composites. First, the failure strain distribution was obtained by conducting a tensile test using 10 specimens. Next, a ballistic impact test was carried out for the impact of a fragment-simulating projectile (FSP) bullet with 4ply ([0/90]s) and 8ply ([0/90/0/90]s) glass fiber reinforced plastic (GFRP) plates. Eighteen shots were made at the same impact velocity and the residual velocities were obtained. Finally, simulations were conducted to predict the residual velocities by using the failure strain distributions that were obtained from the tensile test. For this simulation, two impact velocities were chosen at 411.7m/s (4ply) and 592.5m/s (8ply). The simulation results show that the predicted residual velocities are in close agreement with test results. Additionally, the modeling of a composite plate with layered solid elements requires less calculation time than modeling with solid elements.

Structural Safety Analysis of a Spherical Flight Simulator Designed with a GFRP-Foam Sandwich Composite (GFRP-폼 샌드위치 복합재료로 설계된 구체 비행 시뮬레이터의 구조 안정성 평가)

  • Hong, Chae-Young;Ji, Wooseok
    • Composites Research
    • /
    • v.32 no.5
    • /
    • pp.279-283
    • /
    • 2019
  • A flight training simulator of a fully spherical configuration is being developed to precisely and quickly control six degrees of freedom (Dof) motions especially with unlimited rotations. The full-scale simulator should be designed with a lightweight material to reduce inertial effects for fast and stable feedback controls while no structural failure is ensured during operations. In this study, a sandwich composite consisting of glass fiber reinforced plastics and a foam core is used to obtain high specific strengths and specific stiffnesses. T-type stainless steel frames are inserted to minimize the deformation of the sphere curvature. Finite element analysis is carried out to evaluate structural safety of the simulator composed of the sandwich sphere and steel frames. The analysis considers the weights of the equipment and trainee and it is assumed to be 200 kg. Gravity acceleration is also considered. The stresses and displacement acting on the simulator are calculated and the safety is assessed under two different situations.

Prediction for Fatigue Life of Composite Ply-overlap Joint Structures (복합재 플라이 오버랩 조인트 구조의 피로 수명 예측)

  • Yeju Lee;Hiyeop Kim;Jungsun Park
    • Journal of Aerospace System Engineering
    • /
    • v.17 no.2
    • /
    • pp.62-70
    • /
    • 2023
  • We proposed a technique for predicting Stress-Life (S-N) curve or fatigue life using geometric features of a ply-overlap joint structure in which plies of two composite materials are partially or wholly laminated and bonded. Geometric features that could affect fatigue properties of a structure were selected as variables. By analyzing relationships between geometric variables and material constants of the Epaarachchi-Clausen model, a fatigue model for composites, relational expressions of these two factors were proposed. To verify the prediction accuracy of the proposed method, fatigue life of a CFRP/GFRP ply-overlap joint was predicted. Predicted life and life obtained by test data-based model were compared to actual life. High prediction accuracy was confirmed by calculating the coefficient of determination of the predicted S-N curve.

Experimental Verification of Reinforced Concrete Beam with FRP Rebar (FRP 보강콘크리트 보의 휨거동에 관한 실험적 연구)

  • Oh, Hong Seob;Ahn, Kwan-Yeol
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.12 no.3
    • /
    • pp.93-100
    • /
    • 2008
  • The use of fiber reinforced polymer (FRP) composites is significantly growing in construction and infrastructure applications where durability under harsh environmental conditions is of great concern. In order to examine the applicability of FRP rebar as a reinforcement in flexural member, flexural tests were conducted. 12 beams with different FRP materials such as CFRP, GFRP and Hybrid FRP and reinforcement ratio were tested and analyzed in terms of failure mode, moment-deflection, flexural capacity, ductility index and sectional strain distribution. The test results were also compared with the theoretical model represented in ACI 440.1R06. Test results indicate that the flexural capacity of the beams reinforced by FRP bars can be accurately predicted using the ultimate design theory. They also show that the current ACI model for computing the deflection overestimates the actual deflection of GFRP series and underestimates the deflection of CFRP series.

Structural Behavior of the Reinforced Concrete Filled GFRP Tube (GFRP 보강 철근콘크리트 합성부재의 구조적 거동)

  • Lee, Seung-Sik;Joo, Hyung-Joong;Kang, In-Kyu;Yoon, Soon-Jong
    • Composites Research
    • /
    • v.23 no.4
    • /
    • pp.44-51
    • /
    • 2010
  • Recently, to solve the problems associated with the neutralization and corrosion of reinforced concrete compression members, the structural configurations such as CFFT (Concrete Filled GFRP Tube) and RCFFT (Reinforced Concrete Filled GFRR Tube) have been developed and applied to main members of civil engineering structure. These members can increase structural performance in terms of structural stability, ductility as well as chemical resistance compared with conventional concrete structural members. Many researches in numerous institutions to predict the load carrying capacity of the concrete compression member strengthened with FRP materials have been conducted and they have been suggested an equation for the prediction of the load carrying capacity of the members. Through the review of the research results, it was found that their results are similar each other. Moreover, it was also found that the results are not directly applicable to our specimens since the results are largely depended upon the member configurations. Also, since the accurate design criteria for the RC members strengthened with FRP such as RCFFT have not been established properly, relevant theoretical and experimental investigations must be conducted for the application to the practical structures. In this study, structural behavior of RCFFT was evaluated through compressive and quasi-static flexural tests in order to formulate design criteria for the structural design. In addition, the RCFFT members were also investigated to examine their confinement effect and the equations capable of estimating the compressive ultimate strength and flexural stiffness of the RCFFT members were proposed.

Change of Mechanical Properties of Injection-Molded Glass-Fiber-Reinforced Plastic (GFRP) According to Temperature and Water Absorption for Vehicle Weight Reduction (차량 경량화를 위한 사출성형 유리섬유강화플라스틱의 온도 및 수분 흡수에 따른 기계적 물성 변화)

  • Chun, Doo-Man;Ahn, Sung-Hoon
    • Transactions of the Korean Society of Mechanical Engineers A
    • /
    • v.37 no.2
    • /
    • pp.199-204
    • /
    • 2013
  • Owing to the global energy crisis, studies have strongly focused on realizing energy savings through vehicle weight reduction using light metal alloys or polymer composites. Polymer composites afford many advantages including enabling the fabrication of complex shapes by injection molding, and glass and carbon fibers offer improved mechanical properties. However, the high temperature in an engine room and the high humidity during the rainy season can degrade the mechanical properties of the polymer. In this study, the mechanical properties of injection-molded glass-fiber-reinforced polymer were assessed at a temperature of $85^{\circ}C$ and the maximum moisture absorption conditions. The result showed a 23% reduction in the maximum tensile strength under high temperature, 30% reduction under maximum moisture absorption, and 70% reduction under both heat and moisture conditions. For material selection during the design process, the effects of high temperature and high humidity should be considered.

Strain Monitoring of Strengthened RC Beams with Hybrid Fiber Reinforced Polymer(FRP) Laminates by FBG Sensor

  • Hong, Geon-Ho;Shin, Yeong-Soo;Choi, Eun-Gyu
    • Journal of the Korea Concrete Institute
    • /
    • v.18 no.2 s.92
    • /
    • pp.293-298
    • /
    • 2006
  • The reinforced concrete(RC) structures strengthened with fiber reinforced plastic(FRP) has been accepted by the construction engineering community for rehabilitation. FRP composites can present many advantages like a corrosion resistance, strength-weight ratio, relatively short application time, and cost effectiveness. The beams under design load, however, are cracked and result in degrading the strength. It is difficult to recognize cracks and deflections on the surface of the concrete members retrofitted with FRP through the life cycle. For these reasons, if they result in the effects, which were below the expected strength, we must monitor the state of concrete structures all the time in order to take an appropriate measure. Fiber Bragg Grating(FBG) sensor excel as monitoring of investigating the stress state of the retrofitted beams with FRP. The main objective of this study is to measure strain by experiment and analyze the behavior of RC beams retrofitted with FRP using FBG sensor. The kinds of FRP which were used in research are carbon, glass and improved hybrid FRP(IFRP) that has capacity than any other FRP. Other variables are the length of FRP, the number of sheet.

Study the effect of machining process and Nano Sio2 on GFRP mechanical performances

  • Afzali, Mohammad;Rostamiyan, Yasser
    • Structural Engineering and Mechanics
    • /
    • v.76 no.2
    • /
    • pp.175-191
    • /
    • 2020
  • In this study, the effect of Nano silica (SiO2) on the buckling strength of the glass fiber reinforced laminates containing the machining process causes holes were investigated. The tests have been applied on two status milled and non-milled. To promote the mechanical behavior of the fiber-reinforced glass epoxy-based composites, Nano sio2 was added to the matrix to improve and gradation. Nano sio2 is chosen because of flexibility and high mechanical features; the effect of Nanoparticles on surface serenity has been studied. Thus the effect of Nanoparticles on crack growth and machining process and delamination caused by machining has been studied. We can also imply that many machining factors are essential: feed rate, thrust force, and spindle speed. Also, feed rate and spindle speed were studied in constant values, that the thrust forces were studied as the main factor caused residual stress. Moreover, entrance forces were measured by local calibrated load cells on machining devices. The results showed that the buckling load of milled laminates had been increased by about 50% with adding 2 wt% of silica in comparison with the neat damaged laminates while adding more contents caused adverse effects. Also, with a comparison of two milling tools, the cylindrical radius-end tool had less destructive effects on specimens.

A Study on the Dielectric Properties of Glass Fiber-Reinforced Plastic Composites (유리 섬유 강화 복합재료의 유전 특성에 관한 연구)

  • Lee, B.S.;Whang, M.W.;Kim, J.S.;Cho, G.S.;Yuk, J.H.;Lee, D.C.
    • Proceedings of the KIEE Conference
    • /
    • 1996.07c
    • /
    • pp.1615-1617
    • /
    • 1996
  • In this study, epoxidized bisphenolic resins laminated with glass fiber mat(GFRP) are ivestigated on surface, bulk aspect and dielectric constant(${\varepsilon}'$ and ${\varepsilon}''$) vs. frequency characteristics with temperature. The investigation shows the different characteristics accordig to the attachments of fiber surface, filler content, matrix properties, and the others. Especially, dielectric properties of this sample are highly increased above $100^{\circ}C$ and decreased with the rise of frequency. There is a resonance at the high frequency region ($1MHz{\sim}10MHz$). So, dielectric properties show the shift with frequency and temperature. Dielectric properties of EGL 10 are higher than those of EGL 40 with the frequency. Generally, dielectric properties of EGL 10 are more unstable than those of EGL 40 on the shift of frequency and temperature.

  • PDF