• 제목/요약/키워드: fiberglass

검색결과 131건 처리시간 0.027초

펄스와전류를 이용한 보온재 비해체식 배관감육 평가기술 (Nondestructive evaluation of wall thinning covered with insulation using pulsed eddy current)

  • 박덕근;;이덕현
    • 한국압력기기공학회 논문집
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    • 제10권1호
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    • pp.90-95
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    • 2014
  • Local wall thinning is a point of concern in almost all steel structures such as pipe lines covered with a thermal insulator made up of materials with low thermal conductivity(fiberglass or mineral wool); hence, Non Destructive Technique(NDT) methods that are capable of detecting the wall thinning and defects without removing the insulation are necessary. In this study we developed a Pulsed Eddy Current(PEC) system to detect the wall thinning of Ferro magnetic steel pipes covered with fiber glass thermal insulator and shielded with Aluminum plate. The developed system is capable of detecting the wall thickness change through an insulation of thickness 10cm and 0.4mm aluminum shielding. In order to confirm the thickness change due to wall thinning, two different sensors, a hall sensor and coil sensor were used as a detecting element. In both cases, the results show a very good change corresponding to the thickness change of the test specimen. During these experiments a carbon steel tube of diameter 210mm and a length of 620mm, which is covered with insulator of 95mm thickness was used. To simulate the wall thinning, the thickness of the tube is changed for a specified length such as 2.5mm, 5mm and 8 mm from the inner surface of the tube. A 0.4mm thick Aluminum plate was covered on the Test specimen to simulate the shielding of the insulated pipelines. For both hall sensor and coil detection methods Fast Fourier transform(FFT) was calculated using window approach and the results for the test specimen without Aluminum shielding were summarized which shows a clear identification of thickness change in the test specimen by comparing the magnitude spectra. The PEC system can detect the wall thinning under the 95 mm thickness insulation and 0.4 mm Al shielding, and the output signal showed linear relation with tube wall thickness.

Greenhouse Bulk건조기에 의한 태양열이용에 관한 연구 (제I보) (Solar Energy Utilization in a Greenhouse Bulk Curing and Drying System(I))

  • 진정의;이승철;이상하
    • 한국연초학회지
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    • 제2권1호
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    • pp.61-67
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    • 1980
  • 韓國煙草硏究所, 大邱試驗場(北緯35$^{\circ}$49')에서 1979年 透明한 fiber glass로 지은 円柱型 greenhouse(4.50$\times$3.83$\times$2.80m)內에 乾燥室의 外壁 및 天井을 Polyurethan에 함석을 입혀 黑色 paint로 coating한 板을 heat absorber겸 斷熱板으로, 乾燥室 양편에 各各 4.5㎥의 자갈을 넣은 gravel heat storage system 그리고 greenhouse內의 加熱된 空氣를 練燒室로 誘導할 수 있는 air duct를 설치한 8.25㎥의 太陽熱 直接利用 方式의 Bulk 乾燥材와 同一한 크기의 Bulk 乾燥材를 比較 試驗하였다. 乾燥期間中 外溫 30.5~35.5$^{\circ}C$, 總日射量 1004.2~1436.2 cal/$\textrm{cm}^2$의 條件下에서 3回 乾燥 試驗한 結果, 天井 heat absorber의 最高溫度는 89$^{\circ}C$이였으며, 練燒室로 吸入되는 空氣의 最高溫度는 64$^{\circ}C$이며 평균 46$^{\circ}C$로서 外溫에 비하여 18$^{\circ}C$가 높았고, 慣行Bulk乾燥材에 비하여 25%의 燃料가 節減되였다.

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저수조의 효율적 관리를 위한 수질실태에 관한 연구 (A Study on the Water Quality for Efficient Management in the Water Tanks)

  • 박현건;류승철;전수임
    • 한국환경과학회지
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    • 제18권12호
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    • pp.1339-1347
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    • 2009
  • This study tried to investigate and analyze the actual state such as the regional, classified, and material characteristics of the water quality in order to research the several factors by which the filtrated water of the total 250 cases can be polluted in the water tank. The 215 points (86%) clean the water tanks twice a year regularly and J-city has done the best job of cleaning the water tanks. The fifty points (20%) of the total 250 investigation points examine the water quality of the water tanks every year, however, the 175 investigation points (70%) do not execute the inspection of water quality. In the case of the regional characteristics in the water quality, the 23 points (46%) in H-county, the 17 points (34%) in S-county, and the 16 points (32%) in G-city are incongruent in the standard, and the incongruity ratio of the water quality in J-city is the lowest. The result of the classified incongruity shows that total coliforms were found at the 61 investigation points, mesophilic bacteria were found at the 27 points, and turbidity was found at the 12 points. In the case of the material incongruity, concrete was found at the 63 investigation points as the most distinguished factor, and FRP (fiberglass reinforced plastic) at the 23 points, SMC (sheet molding compound) at the 12 points, and stainless steel was found at the 2 points.

수위 상승에 따른 CFRD(콘크리트 표면차수벽형 석괴댐)의 거동 모사 원심모형시험 (Centrifuge tests for simulating the behavior of CFRD with increasing water level)

  • 서민우;임은상;김용성;하익수
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.784-793
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    • 2006
  • As the number of CFRD constructions increases, the necessity of an accurate assessment on its behavior also has been increasing accordingly. The performance of concrete faced rockfill dam (CFRD) under different water levels is greatly concerned by dam engineers and designers in the world. However, domestic research on CFRD design and construction has yet been insignificant. This study deals with three centrifuge model tests, mainly investigates the deformation of the concrete faced slabs with different face slab stiffness under different water levels. The prototype of a centrifugal model dam is half size of domestic CFRD dam. Detailed material preparation, model design, model set-up, model instrumentation and testing procedures are presented. In order to simulate the prototype concrete faced slab, three kinds of thin fiberglass plates with different thickness was adopted in the three model tests. The water level control facility was specially designed for this experiment to control the water level rise and drawdown during centrifuge flight. Although most of the results from the three model tests are satisfactory, it is also required that the centrifuge test results should be compared with those of numerical analysis and field measurements to analyze the centrifuge test results more in detail.

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Effects of Photoperiod Manipulation on Growth Performance and Hematological Responses of Juvenile Caspian Roach Rutilus rutilus caspicus

  • Shahkar, Erfan;Kim, Dae-Jung;Mohseni, Mahmoud;Khara, Hossein;Yun, Hyeonho;Bai, Sungchul C.
    • Fisheries and Aquatic Sciences
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    • 제18권1호
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    • pp.51-56
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    • 2015
  • A 8-week trial was conducted to evaluate the effects of photoperiod manipulation on the growth performance and hematological parameters of juvenile Caspian roach, Rutilus rutilus caspicus (average weight $1.46{\pm}0.12g$ mean${\pm}$SD) reared under five photoperiods (24 h Light, 24L; 18 h Light & 6 h Dark, 18L:6D; 12 h Light & 12 h Dark, 12L:12D; 6 h Light & 18 h Dark, 6L:18D; 24 h Dark, 24D) with constant light intensity 1,500 lx on the water surface. Triplicate of 20 fish were allocated into each of 15 fiberglass tanks of 50 L capacity and they were fed three times per day with the commercial feed (SFK, Co., Sari - Iran) contains 50.0% protein and 10.5% lipid. At the end of experimental period, final body weight, weight gain and specific growth rates of fish exposed to 24L were significantly higher than those of fish exposed to 12L:12D, 6L:18D and 24D (P < 0.05). Red blood cell and hemoglobin of fish exposed to 24L were significantly higher than those of fish exposed to 24D. No significant difference observed in hematocrit, white blood cell and plasma glucose among the different treatments groups. Therefore, these results demonstrated that the growth performance of juvenile Caspian roach can be significantly stimulated by using 24L and 18L:6D photoperiods without any measurable significant stress response such as plasma glucose concentration.

유리섬유 보강적층재의 파괴인성 특성 (Fracture Toughness of Glass Fiber Reinforced Laminated Timbers)

  • 김선호;홍순일
    • Journal of the Korean Wood Science and Technology
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    • 제43권6호
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    • pp.861-867
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    • 2015
  • 유리섬유 보강적층재의 파괴인성을 평가하기 위하여 Compact tension (CT)형 시험을 실시하였다. 보강재는 직물형 유리섬유와 시트형 유리섬유강화플라스틱을 사용하였으며, 보강적층재는 층재사이에 보강재를 삽입 적층하였다. ASTM D5045에 의거하여 CT형 시험편을 제작하였다. 시험편의 길이는 끝면거리를 고려하여 선정하였으며, 인위적인 노치 끝에 볼트구멍(12 mm, 16 mm, 20 mm)을 선공하였다. 시트형 유리섬유강화플라스틱 보강적층재의 파괴인성하중은 보강하지 않은 적층재보다 최대 33% 증가하였으며, 직물형 유리섬유 보강적층재는 최대 152% 증가하였다. 이중외팔보(Double Cantilever Beam)이론에 의한 응력확대계수는 시트형 유리섬유강화플라스틱 보강적층재의 경우 1.08~1.38이었으며, 직물형 유리섬유 보강적층재는 1.38~1.86이었다. 이는 직물형 유리섬유 보강적층재의 경우 유리섬유와 층재의 섬유배열방향이 직교하여 파괴하중으로 인한 목재의 할렬진행을 억제시켰기 때문이다.

Compressive performance of RAC filled GFRP tube-profile steel composite columns under axial loads

  • Ma, Hui;Bai, Hengyu;Zhao, Yanli;Liu, Yunhe;Zhang, Peng
    • Advances in concrete construction
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    • 제8권4호
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    • pp.335-349
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    • 2019
  • To investigate the axial compressive performance of the recycled aggregate concrete (RAC) filled glass fiber reinforced polymer (GFRP) tube and profile steel composite columns, static loading tests were carried out on 18 specimens under axial loads in this study, including 7 RAC filled GFRP tube columns and 11 RAC filled GFRP tube-profile steel composite columns. The design parameters include recycled coarse aggregate (RCA) replacement percentage, profile steel ratio, slenderness ratio and RAC strength. The failure process, failure modes, axial stress-strain curves, strain development and axial bearing capacity of all specimens were mainly analyzed in detail. The experimental results show that the GFRP tube had strong restraint ability to RAC material and the profile steel could improve the axial compressive performance of the columns. The failure modes of the columns can be summarized as follow: the profile steel in the composite columns yielded first, then the internal RAC material was crushed, and finally the fiberglass of the external GFRP tube was seriously torn, resulting in the final failure of columns. The axial bearing capacity of the columns decreased with the increase of RCA replacement percentage and the maximum decreasing amplitude was 11.10%. In addition, the slenderness ratio had an adverse effect on the axial bearing capacity of the columns. However, the strength of the RAC material could effectively improve the axial bearing capacity of the columns, but their deformability decreased. In addition, the increasing profile steel ratio contributed to the axial compressive capacity of the composite columns. Based on the above analysis, a formula for calculating the bearing capacity of composite columns under axial compression load is proposed, and the adverse effects of slenderness ratio and RCA replacement percentage are considered.

목재 섬유 복합재(複合材)에 혼합이론(混合理論)의 적용에 관(關)한 연구(硏究) (1) - 유황(硫黃) 화합물(化合物)을 사용한 목재(木材) 섬유(纖維) 복합재(複合材)의 기계적 성질(性質) - (The Application of Rule of Mixtures to Fiber-Reinforced Composites(1) - Mechanical Properties of Fiber-Reinforced, Sulfur-Based Composites -)

  • 이병근
    • Journal of the Korean Wood Science and Technology
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    • 제11권3호
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    • pp.3-13
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    • 1983
  • 크라프트 펄프의 screening rejects, 볏짚 그리고 이들의 1 : 1 비율의 혼합 물질을 사용하여, 5가지의 다른 섬유판(纖維板) 밀도(密度)를 가지는 섬유판을 만들었다. 이들을 유황(硫黃) 화합물(化合物)에 침적(沈積)시켰다. 제조(製造)한 복합재(複合材) 속의 유황(硫黃) 화합물(化合物)의 노화효과(老化效果)를 관찰하기 위해 1년동안 일정한 시간(時間) 간격(間隔)으로, 이 복합재의 기계적 강도(强度)를 Young 계수(係數)로 나타내었다. 최적(最適)의 섬유판과 유황 화합물의 제조 조건하(下)에서, 이 목재(木材) 섬유(纖維) 복합재(複合材)의 Young 계수(係數)는 기존의 합성수지로 만든 복합재나 목재 선유로 만든 집성재(集成材)나 복합재보다 훨씬 큰 결과를 보여 주었다. 예를 들어, 목재 섬유판 밀도가 0.35gm/$cm^3$인 이 복합재의 modulus of elasticity와 modulus of rupture는 각각 1,000,000psi와 7000psi인데 반해, 섬유판 밀도가 1.28gm/$cm^3$인 hardboard의 그것들은 각각 800,000psi와 6000psi를 나나내었다.

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유리섬유강화 플라스틱을 이용한 적층공정 근로자들의 스티렌 노출 평가: 보건진단 사례 (Exposure to Styrene in the Lamination Processes with Fiberglass-Reinforced Plastics: Health Diagnosis Case Report)

  • 최상준;정연희
    • 한국산업보건학회지
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    • 제25권2호
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    • pp.126-133
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    • 2015
  • 연구목적: 이 연구는 노동부의 보건진단 명령에 의해 유리섬유 강화플라스틱(FRP)을 이용한 이중벽 탱크 제조 사업장의 적층 공정 근로자들을 대상으로 스티렌 노출 특성을 평가하기 위해 수행되었다. 연구방법: 스티렌의 주요발생원 파악을 위해 불포화 폴리에스테르 수지(UPR), 경화제, 조색제, 세척액 등의 원료 내 스티렌 함유량을 가스크로마토그래피 질량분석기(GC-MS)를 이용하여 분석하였다. FRP 적층 공정에 근무하는 작업자들을 대상으로 NIOSH 1501 공정시험법에 의해 공기 중 스티렌 노출 농도에 대한 개인노출 평가를 실시하였고, 생물학적 노출 지표로 뇨 중 만델릭산을 채취한 후 고성능액체크로마토그래피(HPLC)로 분석하였다. 또한 각 직무 특성과 단위작업 중심으로 스티렌에 대한 단시간 노출평가를 수행하였다. 연구결과: 스티렌의 함유량이 가장 많은 주요 원료는 중량비율로37%의 스티렌이 함유된 UPR이었다. 적층 공정의 FRP분무 작업자와 보조 작업자들 모두 스티렌의 8시간 가중평균 노출기준(20 ppm)을 초과하였다. 단시간 노출평가 결과 FRP분무 작업자의 경우 45.9 ppm에서 86.1 ppm 수준으로 FRP를 사용하지 않는 작업보다 통계적으로 유의하게 높은 수준이었다(P<0.01). 가장 높은 수준의 스티렌에 노출되는 단위작업은 FRP를 이용하여 1차 코팅 하는 작업으로 특별한 관리가 필요하였다. 결론: 보건진단을 위해 실시한 이중벽 탱크 제조 사업장의FRP 적층 공정 작업자의 스티렌 노출수준은 노출기준을 초과할 정도로 높은 수준이었다. 그러나 탱크를 천장에 매달고 돌리면서 적층작업을 수행하기 때문에 적절한 국소환기 시스템을 구축하는데 어려움이 있다. 따라서 적절한 방독마스크 착용으로 스티렌 노출 예방이 필요하였다.

Moisture-dependent Physical Properties of Detarium microcarpum Seeds

  • Aviara, Ndubisi A.;Onaji, Mary E.;Lawal, Abubakar A.
    • Journal of Biosystems Engineering
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    • 제40권3호
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    • pp.212-223
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    • 2015
  • Purpose: Physical properties of Detarium microcarpum seeds were investigated as a function of moisture content to explore the possibility of developing bulk handling and processing equipment. Methods: Seed size, surface area, and 1,000-seed weight were determined by measuring the three principal axes, measuring area on a graph paper, and counting and weighing seeds. Particle and bulk densities were determined using liquid displacement and weight in a measuring cylinder, respectively. Porosity was computed from particle and bulk densities. Roundness and sphericity were measured using shadowgraphs. Angle of repose and static and kinetic coefficients of friction were determined using the vertical cylindrical pipe method, an inclined plane, and a kinetic coefficient of friction apparatus. Results: In the moisture range of 8.2%-28.5% (db), the major, intermediate, and the minor axes increased from 2.95 to 3.21 cm, 1.85 to 2.61 cm, and 0.40 to 1.21 cm, respectively. Surface area, 1,000-seed weight, particle density, porosity, and angle of repose increased from 354.62 to $433.19cm^2$, 3.184 to 3.737 kg, 1060 to $1316kg/m^3$, and 30.0% to 53.1%, respectively, whereas bulk density decreased from 647.6 to $617.2kg/m^3$. Angle of repose increased from $13.9^{\circ}$ to $28.4^{\circ}$. Static and kinetic coefficients of friction varied between 0.096 and 0.638 on different structural surfaces. Conclusions: Arithmetic mean, geometric mean, and equivalent sphere effective diameters determined at the same moisture level were significantly different from each other, with the arithmetic mean diameter being greatest. Surface area, 1,000-seed weight, particle density, porosity, and angle of repose all increased linearly with moisture content. Bulk density decreased linearly with moisture content. The coefficients of friction had linear relationships with moisture content. The highest values of static and kinetic coefficients of friction were observed on galvanized steel and hessian fabric, respectively, whereas the lowest values were observed on fiberglass.