• Title/Summary/Keyword: 유리섬유 강화 폴리에스터

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Drilling Characteristics of Glass Fiber Reinforced Polyester (유리섬유 강화 폴리에스터의 드릴가공 특성)

  • 김성일
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.9 no.3
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    • pp.90-95
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    • 2000
  • Today fiber composite materials are routinely used in such wide applications as ships automobiles aircraft space vehi-cles containers sporting goods and appliances. The current knowledge of machining glass fiber reinforced polyester com-posites unfortunately is inadequate for its optimum utilization in many applications. Therefore This paper deals with drilling characteristic of glass fiber reinforced polyester composites. In the drilling of glass fiber reinforced polyester the quality of the cut surfaces is strongly dependent on the drilling parameters. drilling tests were carried out on glass fiber reinforced polyester using standard HSS tools. The material containing random chopped strand fibers and woven roving was fabricated by hand lay-up The entrance and exit surface of the holes was examined. The cutting force was also mea-sured to analyze the drilling characteristics,.

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Temporary Arch Bridges Assembled by Snap-fit GFRP Decks and Bolts (첨단복합소재 데크를 볼트결합한 조립식 아치가교의 거동분석)

  • Hong, Kee-Jeung;Lee, Sung-Woo;Choi, Sung-Ho;Khum, Moon-Seoung
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.23 no.3
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    • pp.247-254
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    • 2010
  • Due to lightweight and high durability of glass-fiber reinforced polyester (GFRP) materials, they are promising alternatives to conventional construction materials such as steel, concrete and wood. As good application examples of GFRP materials, several types of temporary arch bridges were suggested and verified by finite element analyses in our previous study where snap-fit GFRP decks were applied. In this paper, we conduct a structural performance test to verify safety and serviceability of the temporary arch bridge, where snap-fit GFRP decks are assembled by bolts. The structural problems occurred in this test are also discussed and improvement of temporary arch bridges is suggested to resolve the occurred structural problems.

Development of Temporary Arch Bridges by Using Snap-fit GFRP Composite Decks (조립식 복합소재 데크를 이용한 아치가교 개발)

  • Cho, Yong-Sang;Lee, Sung-Woo;Hong, Kee-Jeung
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.21 no.3
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    • pp.217-223
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    • 2008
  • Glass-fiber reinforced polyester (GFRP) composite material is a promising alternative to existing construction materials such as steel, concrete and wood due to light weight and high durability of GFRP composite material. If a temporary arch bridge is built by GFRP composite deck, rapid construction of the bridge and reuse of the GFRP composite deck are possible. In this paper, we develop a type of temporary arch bridges that can be built by easy assembling of GFRP composite decks. For this purpose, several possible types of temporary arch bridges are suggested and verified by finite element analysis.

Glass Fiber Composite Material with Polyurethane Toughener in Unsaturated Polyester Resin (UPR) (불포화 폴리에스터 (UPR)에 폴리우레탄을 첨가하여 강인성을 부여한 유리섬유 복합소재)

  • Baek, Chang Wan;Jang, Tae Woo;Kim, Taehee;Kim, Hye Jin;Kim, Hyeon-Gook;Kim, Changyoon;Seo, Bongkuk;Lim, Choong-Sun
    • Journal of Adhesion and Interface
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    • v.22 no.2
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    • pp.63-68
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    • 2021
  • Unsaturated Polyester Resin (UPR) is in general used as a resin to prepare for composite materials with reinforcing materials such as glass fibers. UPR, a thermosetting resin, is used in industry to prepare for sheet molding compound (SMC) molding prepreg that has excellent productivity and is advantageous for mass production among various molding methods of composite materials. The fiber-reinforced composite material using UPR as a matrix material is light and has the advantage of excellent physical properties, but it is weak against impact and is fragile. Four types of polyurethane were synthesized and added to UPR resin to overcome the shortcomings.

Static and Fatigue Characteristics of Urethane Foam Cored Sandwich Structures (우레탄 폼 코아 샌드위치 구조물의 정적 및 피로 특성)

  • 김재훈;이영신;박병준;김덕회;김영기
    • Composites Research
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    • v.12 no.6
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    • pp.74-82
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    • 1999
  • The static and fatigue characteristics of polyurethane foam cored sandwich structures are investigated. Three types of the specimens with the glass fabric faces and the polyurethane foam core are used; non-stitched. stitched, and stiffened sandwich specimen. Especially additional structural reinforcements with the twisted polyester and glass fiber for thickness direction are made to stitched sandwich structure panel to minimize the delamination of structure which is stitched the upper and lower faces through the core and the resin is impregnated Into stitched fiber with the characteristics of low viscosity of resin at resin flow temperature and cured together with during the curing process. Bending strength of stitched specimen which is 50 mm $50{\times}50{\;}mm$ pitched is improved by 50 % as com-pared with non-stitched specimen and stiffened specimen is improved 10 times more than non-stitched structure. After fatigue testing of $10^6$cycles by 20% of ultimate load under monotonic load, the bending fatigue strength of non-stitched specimen is decreased by 27% of monotonic bending strength, 39% for stitched structure and 20% for stiffened specimen. To verify the aging effect of polyurethane form core, Ultrasonic C-scanning equipment is used to detect the damage of skin laminate alone after fatigue test. From results of UT C-scan images, there is no defect that can be damaged occurred during fatigue test. It is concluded that the decrease of bending strength for foam cored sandwich specimen is caused by the decrease of stiffness due to the aging of polyurethane foam core during fatigue cycles.

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Effect of Stitching on Mechanical and Impact Properties of Glass Fiber Reinforced Composite (스티칭에 의한 유리섬유강화 복합재료의 물성 및 충격거동 변화)

  • Park, Jae-Yong;Kang, Tae-Jin;Yuk, Jong-Il
    • Korean Journal of Materials Research
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    • v.2 no.5
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    • pp.366-374
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    • 1992
  • Mechanical and impact properties of stitched S2 glass fiber reinforced polyester woven laminates composites have been studied. Laminates were stitched using Kevlar 49 thread with 1/2, 1, and 2 inch stitch spacing. Tensile and 3-point bending tests haute been performed to evaluate the mechanical properties of stitched and unstitched laminates. Impact tests at applied energy of 234.7J were performed to examine the impact behavior and toughness changes of the specimen. The same specimens were also tested repeatedly at low impact energy level of 110.2J for 3 times to evaluate damage tolerance properties. The tensile and 3-point bending test results showed that one inch spacing specimen had the highest tensile and flexural strength. It also showed the highest energy absorption capability and the best damage tolerance property at the repeated impact test. The half inch spacing specimen showed the lowest tensile strength and energy absorption property at the impact energy level of 234.7J, even though it had the highest frequency of stitching thread.

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