• Title/Summary/Keyword: glass fiber

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Comparison of Geogrid Bonding Methods under Asphalt Overlay Layer for Reflection Cracking Retardation (아스팔트 덧씌우기 하부의 Geogrid 부착방법에 따른 반사균열 지연특성 비교)

  • Doh, Young-Soo;Kim, Bun-Chang;Ko, Tae-Young;Kim, Kwang-Woo
    • International Journal of Highway Engineering
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    • v.7 no.4 s.26
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    • pp.9-20
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    • 2005
  • This study was carried out to select most efficient bonding methods of geogrid at the interface of old concrete pavement before placing asphalt overlay layer for reflection cracking retardation. Three bonding methods, a RSC-4 emulsified asphalt, a compound and an unsaturated polyester resin (UPR) were compared in this study. Three types of asphalt mixture (AC 60-80, RLDPE 8%, PG 76-22) and a dense-graded aggregate were used for overlay asphalt pavement. A reinforcing material which consists of a woven fabric underneath a glass fiber grid was used. An expedite test method which is for simulating mixed mode (mode I and II) fracture test was performed using a wheel tracker in laboratory. Cracking development by load repetition was measured as fatigue life (number of load cycle) and expansion of specimen body were measured for each test specimen. The results showed that UPR was the best and RSC-4 the next. But considering field applicability, RSC-4 was considered as an appropriate choice for bonding reinforcing material.

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Splice Length of GFRP Rebars Based on Flexural Tests of Unconfined RC Members (RC 부재 휨 실험에 의한 GFRP 보강근의 이음길이 제안)

  • Choi, Dong-Uk;Chun, Sung-Chul;Ha, Sang-Su
    • Journal of the Korea Concrete Institute
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    • v.21 no.1
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    • pp.65-74
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    • 2009
  • Glass fiber reinforced polymer (GFRP) bars are sometimes used when corrosion of conventional reinforcing steel bar is of concern. In this study, a total of 36 beams and one-way slabs reinforced using GFRP bars were tested in flexure. Four different GFRP bars of 13 mm diameter were used in the test program. In most test specimens, the GFRP bars were lap spliced at center. All beams and slabs were tested under 4-point loads so that the spliced region be subject to constant moment. Test variables were splice lengths, cover thicknesses, and bar spacings. No stirrups were used in the spliced region so that the tests result in conservative bond strengths. Average bond stresses that develop between GFRP bars and concrete were determined through nonlinear analysis of the cross-sections. An average bond stress prediction equation was derived utilizing two-variable linear regression. A splice length equation based on 5% fractile concept was then developed. As a result of this study, a rational equation with which design splice lengths of the GFRP bars can be determined, was proposed.

Research on Exposure to Total Dust and Endotoxin during Planting and Harvest Tasks at Cucumber, Yellow Melon and Potato Farms (오이, 참외, 감자 작목에서의 정식, 수확작업시 총분진과 엔도톡신 노출 특성에 관한 연구)

  • Kim, Hyo Cher;Lee, Kyung Suk;Chae, Hye Seon;Min, Kyung Doo;Kim, Kyung Ran;Park, Yoon Suk
    • Journal of Korean Society of Occupational and Environmental Hygiene
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    • v.23 no.4
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    • pp.412-420
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    • 2013
  • Objectives: This study was conducted in order to evaluate personal and area exposure to airborne total dust and endotoxin during harvest and planting tasks at cucumber, yellow melon and potato farms Materials and Methods: Total dust was measured with NIOSH method 0500. Endotoxin were measured using a 37 mm glass fiber filter which was connected to an air pump calibrated to 2 LPM, and then analyzed with a Turbidmetric kinetic method. Results: The average(arithmetic mean) concentrations of total dust in the personal samples were $0.10-3.81mg/m^3$ for cucumbers, $0.21-1.19mg/m^3$ for yellow melon, and $0.08-2.72mg/m^3$ for potato. There was a significant difference in the harvest task among the three farm types(p=0.019 of personal sample, p=0.048 of area sample), in which the air concentration for potatoes was higher than with cucumbers and yellow melons. Conclusions: It was found that potatoes(planting and harvest) should be considered the first priority for studying and reducing total dust exposure.

Pseudo Dynamic Test for the Seismic Performance Enhancement of Circular RC Bridge Piers Retrofitted with Fibers (섬유보강 원형 철근콘크리트 교각의 내진성능 향상에 관한 유사동적 실험)

  • 정영수;박종협;박희상;조창백
    • Journal of the Korea Concrete Institute
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    • v.14 no.2
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    • pp.180-189
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    • 2002
  • The objective of this experimental research is to assess the seismic performance of circular RC bridge pier specimens retrofitted with fibers which were designed as a prototype of Hagal bridge in the city of Suwon, Korea. Pseudo dynamic test has been done for four(4) test specimens which were nonseismically or seismically designed by the related provisions of the Korea roadway bridge design specification, and four nonseisemic test specimens retrofitted with fibers in the plastic hinge region. Glass and carbon fiber sheets were used for the seismic capacity enhancement of circular test specimens. Important test parameters were confinement steel ratio, load pattern, and retrofitting. The seismic behavior has been analyzed through the displacement ductility, energy analysis, and capacity spectrum. Approximate 7.7 ∼8.7 displacement ductility was observed for nonseismic test specimens retrofitted with fibers subjected to Korea Highway Cooperation artificial earthquake motions. It is concluded that these retrofitted test specimens could have sufficient seismic capacity in the region of moderate seismic zone.

Parametric Analysis on Ultimate Behavior of Cylindrical GFRP Septic Tank (원통형 GFRP 개인하수 처리시설의 극한거동에 대한 매개변수해석)

  • Kim, Sung Bo;Cho, Kwang Je
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.4
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    • pp.1337-1347
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    • 2013
  • The parametric analysis on ultimate behavior of buried cylindrical GFRP(Glass Fiber Reinforced Polymer) septic tank was presented. Two kinds of F.E. analysis model(soil-spring model and 3D full model) was constructed. The ultimate behavior of septic tank was investigated according to the size of stiffened steel ring and properties of underground soil. Ramberg-Osgood model and Druker-Prager model were used for material nonlinear characteristics of GFRP septic tank and soil, respectively. The diameter and thickness of stiffened steel ring inside septic tank, elastic modulus and internal friction angle of soil were selected for parametric variables. The ultimate behavior of septic tank, load-displacement, axial and hoop strain, were calculated and investigated.

Estimation about Local Strength using FE-Analysis for Steel Yacht (유한요소해석을 이용한 강선요트의 국부강도 평가)

  • Park Joo-Shin;Ko Jae-Yong
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.11 no.2 s.23
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    • pp.77-82
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    • 2005
  • Previously sailing yachts or leisure yachts were mainly made from FRP(Fiber glass reinforced plastic) in the small shipbuilding, but recently there is a trend to replace it for steel or aluminum to substitute FRP for environmental friendly materials. Although It have to need a many checked item in case of hull girder strength and transverse strength normally evaluate base on calculation of class guideline so called direct calculation method. Otherwise. this method of initial structural design considered enough for safety margin on the structure. But, case of small craft must consider for evaluating local strength through rational method. In this paper, check the bow structure members for satisfying results base on allowable stress criterion of damaged bow structure by dynamic load due to slamming and bottom impact load due to pitching motion through finite element analysis. and investigate engine bed structure considering engine weight load and transverse wave load.

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Short Aramid Fiber Reinforced Polyethylene and Epoxy Composity- I. Studies on the Curing Acceleration of Epoxy/Amine System by Differential Scanning Calorimeter (Aramid단섬유보강 고기능폴리에틸렌 및 에폭시 복합재료 제조- I.DSC에 의한 에폭시/아민계의 경화 촉진 연구)

  • Ha, Chan Sik;Lim, Seung Ha;Kim, Byung Kyu;Chin, Young Jo;Cho, Won Jei
    • Applied Chemistry for Engineering
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    • v.3 no.1
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    • pp.111-118
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    • 1992
  • The curing acceleration of epoxy/amine system was investigated by using differential scanning calorimeter(DSC), The epoxy, diglycidylether of bisphenol A (DGEBA) was cured with methylene dianiline (MDA) with or without accelerators. Two kinds of accelerators were tested for the study ; tris(dimethylaminomethyl)phenol (DMP - 30) and 3 - (3,4 - dichlorophenyl)-1, 1-dimethylurea (DIURON). Heats of reaction and glass transition temperatures ($T_g$) of the cured epoxy system were analyzed by DSC along with the estimation of activation energy by the dynamic DSC studies. It was found that DMP - 30 is more effective accelerator than DIURON which showed faster curing and lower activation energy.

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Evaluation on Mechanical Properties of a Smart Composite Using the finite Element Method and the Acoustic Emission Technique (FEM과 AE를 이용한 지적복합재료의 기계적특성 평가)

  • Park, Young-Chul;Lee, Jin-Kyung
    • Journal of the Korean Society for Nondestructive Testing
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    • v.24 no.3
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    • pp.233-239
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    • 2004
  • Smart material is used in various applications such as for glass frame, for medical instruments and for a part of sensors. Smart composite materials ran be applied to a part of aircraft and to the on-line monitoring system for industrial structures, using the shape memory effect. However, it is very difficult to simulate and analyze the shape memory effect in smart composites. In this paper, a two dimensional axisymmetric model was proposed to analyze the smart composite of one fiber and matrix using the finite element method(FEM). The finite element analysis was carried out in two renditions of the room temperature(293K) and a higher temperature (363K). The results we.e compared with the experimental results to confirm the validity of the analysis. In addition, the acoustic emission(AE) technique was used to study the microscopic damage behavior and the effect of pre-strains on TiNi/A16061 shape memory alloy composite.

An Experimental Evaluation on Flexural Performance of Light-Weight Void Composite Floor using GFRP (GFRP를 이용한 경량합성바닥의 휨성능에 대한 실험적 평가)

  • Ryu, Jae-Ho;Park, Se-Ho;Ju, Young-Kyu;Kim, Sang-Dae
    • Journal of Korean Society of Steel Construction
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    • v.23 no.1
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    • pp.125-135
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    • 2011
  • To obtain a lower story height with a long span and better fire resistance, a new composite floor system using GFRP (glass-fiber-reinforced plastics) was proposed. This floor system consists of asymmetric steel with a web opening, a hollow core ball, concrete, and GFRP. To evaluate the flexural performance of the new composite floor system, an experiment was conducted. The test parameters were the presence of GFRP, the void ratio in relation to the hollow core balls, and the web opening. The test results showed that the resistance and stiffness of the specimen with GFRP were 10% higher than those of the reference specimen, and that fully composite action was accomplished up to the yielding point. After the attainment of the yield strength, the ductility of the specimen was reduced due to the stress concentration around the web openings. The slip between the concrete and steel beam, however, was small. Thus, in the design of the proposed new floor systems, it is desirable that the calculated resistance be reduced by 15%, for safety.

MIRIS 우주관측카메라 FM Dewar 설계

  • Cha, Sang-Mok;Mun, Bong-Gon;Jeong, Ung-Seop;Lee, Dae-Hui;Nam, Uk-Won;Park, Yeong-Sik;Lee, Chang-Hui;Park, Seong-Jun;Lee, Deok-Haeng;Ga, Neung-Hyeon;Han, Won-Yong;Park, Jang-Hyeon;Seon, Gwang-Il;Yang, Sun-Cheol;Park, Jong-O;Lee, Seung-U;Lee, Hyung-Mok;Matsumoto, Toshio
    • The Bulletin of The Korean Astronomical Society
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    • v.35 no.1
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    • pp.40.2-40.2
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    • 2010
  • MIRIS 우주관측카메라는 과학기술위성 3호의 주탑재체로서 $0.8{\sim}2.0{\mu}m$의 근적외선영역에서 우주배경복사와 우리은하 평면의 Pa-$\alpha$ survey 관측을 목적으로 한다. 이러한 임무를 수행하기 위해 MIRIS 우주관측카메라에는 MCT(HgCdTe) IR 검출기가 사용되고 6개의 필터를 장착할 수 있는 필터휠이 설계되었으며, 열잡음을 줄이고 원하는 SNR을 얻기 위해 모두 100K 이하로 냉각이 요구된다. 효과적인 냉각 및 저온유지를 위해서 외부의 열을 1차적으로 차단하는 Cryostat 외부용기와 100K 이하로 냉각되는 내부 Cold Box의 이중구조를 가지는 Dewar가 설계 되었다. 내부 Cold Box의 냉각은 소형 stirling cooler로 이루어지고 외부의 열 유입량이 Cooler의 냉각용량을 넘지 않도록 설계하였다. Cryostat 외부용기는 radiation cooling으로 냉각되어 200K 이하의 온도를 유지하며 내부 Cold Box로의 열유입을 최소화하기 위해 GFRP(Glass Fiber Reinforced Plastic) 단열 지지대와 MLI(Multi Layer Insulation)가 사용된다. 또한 100K으로 냉각시 필터고정부와 Cold Box 구조에서 일어날 수 있는 구조적인 피로도를 줄이고 열변형에 의한 문제를 방지하기 위한 고려가 설계에 포함되었다. FM(Flight Model)은 고진공 환경의 우주공간에서 문제가 발생하지 않도록 설계되었다. 또한 EQM 진동시험결과를 토대로 발사환경에서 발생하는 강한 진동을 견딜 수 있도록 FEM(Finite Elements Method) 구조해석을 통하여 필터고정부에 flexible structure 설계와 완충제를 추가하고 필터휠 구동부와 harness 고정부 및 cooler 지지부를 비롯한 전체 구조물에서 충분히 진동을 극복할 수 있도록 설계하였다.

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