• 제목/요약/키워드: Stiffness Modulus

검색결과 486건 처리시간 0.023초

in situ중합을 통한 나일론 6-PEG 랜덤공중합체/점토 나노복합체의 합성 및 물성 (Synthesis and Properties of Nylon 6/PEG Random Block Copolymer/Clay Nanocomposite via in situ Polymerization)

  • Angelica S. Lopez;Pio Sifuentes;Kim, Kap-Jin
    • 한국섬유공학회:학술대회논문집
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    • 한국섬유공학회 2003년도 봄 학술발표회 논문집
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    • pp.72-74
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    • 2003
  • There has been extensive interest in the development of new nanocomposites. One kind of these systems is the hybrid based on organic polymers and inorganic minerals consisting of layered silicates. Some properties like stiffness, strength, barrier properties, thermal, and oxidative stability can be improved by the presence of the filler in the polymeric matrix[1]. It is reported that, in the nylon 6/clay nanocomposites, the modulus is increased, but impact strength and elongation at break are drastically decreased. (omitted)

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고속 밀링 머신용 복합재료 이송부의 설계와 제작 (Design and Manufacture of Composite Machine Tool Structures for High Speed Milling Machines)

  • 서정도;김학성;김종민;최진경;이대길
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2002년도 춘계학술발표대회 논문집
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    • pp.223-226
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    • 2002
  • To maximize the productivity in machining molds and dies, machine tools should operate at high speeds. However, the productivity of mold manufacturing has not increased significantly because CNC milling machines have massive slides, which do not allow rapid acceleration and deceleration during the frequent starts/stops encountered in machining molds and dies. This paper presents the use of composites for these slides to overcome this limitation. The vertical and horizontal slides of a large CNC machine were constructed by bonding high-modulus carbon-fiber epoxy composite sandwiches to welded steel structures using adhesives. These composite structures reduced the weight of the vertical and horizontal slides by 34% and 26%, respectively, and increased damping by 1.5 to 5.7 times without sacrificing the stiffness. Without much tuning, this machine had a positional accuracy of $\pm5\mu\textrm{m}$ per 300 m of the slide displacement.

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고분자 필름 제조 공정용 복합재료 롤러의 개발 (Development of Composite Rollers for Polymer Film Processing)

  • 방경근;이대길
    • Composites Research
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    • 제14권1호
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    • pp.15-21
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    • 2001
  • 고강성 카본 섬유 복합재료의 높은 비강성을 이용하여 가압 롤러를 설계·제작하였다. 롤러 제작을 위한 최적의 적층 순서는 유한요소해석을 통해 얻어졌으며, 고무코팅층의 형상은 롤러의 축 길이를 따라 필름에 가해지는 균일 압력에 대해 계산되어진 변형에 근거하여 결정하였다. 제작된 가압 롤러의 정적 변형을 해석결과와 실험적으로 비교하였으며, 그것의 동적 독성은 진동 시험을 통하여 측정하였다.

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동적응답을 최소화하는 비구속형 제진보의 제진부위 최적설계 (Optimal Treatment of Unconstrained Visco-elastic Damping Layer on Beam to Minimize Vibration Responses)

  • 이두호
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 춘계학술대회논문집
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    • pp.656-661
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    • 2005
  • An optimization formulation of unconstrained damping treatment on beams is proposed to minimize vibration responses using a numerical search method. The fractional derivative model is combined with RUK's equivalent stiffness approach in order to represent nonlinearity of complex modulus of damping materials with frequency and temperature. The loss factors of partially covered unconstrained beam are calculated by the modal strain energy method. Vibration responses are calculated by using the modal superposition method, and of which design sensitivity formula with respect to damping layout is derived analytically. Plugging the sensitivity formula into optimization software, we can determine optimally damping treatment region that gives minimum forced response under a given boundary condition. A numerical example shows that the proposed method is very effective in minimizing vibration responses with unconstrained damping layer treatment.

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메타크릴아미드 처리견의 실용적 성능 (Practical Performances of Methacrylamide-treated Silk Fibers)

  • 신봉섭
    • 한국잠사곤충학회지
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    • 제37권1호
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    • pp.39-45
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    • 1995
  • 메타크릴아미드에 의해 38% 증량처리 된 견섬유에 대하여 물성 및 실용적 성능을 조사하여 다음과 같은 결과를 얻었다. 1. MAA graft 가공처리에 의해 견사는 강도, 신도, modulus와 toughness 등의 역학적 물성값은 감소하였으며, 마찰계수는 증가하였다. 2. MAA graft 가공처리에 의해 견사의 수분율은 증가하는 것으로 나타났으며, 따라서 마찰대전압과 반감기의 값도 줄어들어 정전기에 의한 장애를 줄일 수 있다. 3. MAA graft 가공처리에 의해 견직물은 인열강도가 떨어졌으나, 강연도와 방추도는 증가하였다.

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간섭량에 따른 이중 립 실의 거동 해석 (Behavior Analysis of Double Lip Seal with Interference)

  • 정현기;유재찬;박태조
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.1576-1580
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    • 2007
  • Typical lip seals are widely used as sealing mechanism of rotary and reciprocating shaft. Double lip seal has comparatively high stiffness and dynamic radial eccentricity. Usually material of these seals is made of elastomer and nonlinear finite element analysis is required to analyze behaviour of this material because Young's modulus is varied with working load. In this paper, MSC MARC/MENTAT is used for nonlinear analysis of double lip seal with pressure variation and interference. The contact normal force of double lip seal between lip and shaft is analyzed to reduce power loss when shaft rotates.

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MR 엘라스토머의 감쇠 및 강성 특성에 대한 실험조사 (Experimental Study on the Damping and Stiffness Characteristics of MR Elastomers)

  • 곽문규;정문산;배병찬;허석;송명호
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.1137-1141
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    • 2007
  • This paper is concerned with the experimental research of magnetorheological elastomers (MREs). The modulus of the MR elastomers can be controlled by an applied magnet field, so that it can be effectively used for vibration suppression applications. The MR elastomer in this experiment is a mixture of KE-1300 silicone, carbonyl iron powder (300mesh) and a silicone hardener (CAT-1300). Three specimens were manufactured and tested by using the vibration testing instruments. The magnetic field was generated by the permanent magnets. The experimental results show that the natural frequencies of the test article with MR elastomer changes by the applied magnetic field. The performance of the MR elastomer can be increased by stronger magnetic fields. This is under investigation.

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Flexural behavior of concrete beams reinforced with aramid fiber reinforced polymer (AFRP) bars

  • Kim, Min Sook;Lee, Young Hak;Kim, Heecheul;Scanlon, Andrew;Lee, Junbok
    • Structural Engineering and Mechanics
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    • 제38권4호
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    • pp.459-477
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    • 2011
  • Due to the low elastic modulus of FRP, concrete members reinforced with FRP rebars show greater deflections than members reinforced with steel rebars. Deflection is one of the important factors to consider the serviceability of horizontal members. In this study flexural test of AFRP reinforced concrete beams was performed considering reinforcement ratio and compressive strength as parameters. The test results indicated that flexural capacity and stiffness increase in proportion to the reinforcement ratio. The test results were compared with existing proposed equations for the effective moment of inertia including ACI 440. The most of the proposed equations were found to over-estimate the effective moment of inertia while the equation proposed by Bischoff and Scanlon (2007) most accurately predicted the values obtained through actual testing.

An efficient method to structural static reanalysis with deleting support constraints

  • Liu, Haifeng;Yue, Shigang
    • Structural Engineering and Mechanics
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    • 제52권6호
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    • pp.1121-1134
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    • 2014
  • Structural design is usually an optimization process. Numerous parameters such as the member shapes and sizes, the elasticity modulus of material, the locations of nodes and the support constraints can be selected as design variables. These variables are progressively revised in order to obtain a satisfactory structure. Each modification requires a fresh analysis for the displacements and stresses, and reanalysis can be employed to reduce the computational cost. This paper is focused on static reanalysis problem with modification of deleting some supports. An efficient reanalysis method is proposed. The method makes full use of the initial information and preserves the ease of implementation. Numerical examples show that the calculated results of the proposed method are the identical as those of the direct analysis, while the computational time is remarkably reduced.

Geotechnical behavior of a beta-1,3/1,6-glucan biopolymer-treated residual soil

  • Chang, Ilhan;Cho, Gye-Chun
    • Geomechanics and Engineering
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    • 제7권6호
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    • pp.633-647
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    • 2014
  • Biopolymers, polymers produced by living organisms, are used in various fields (e.g., medical, food, cosmetic, medicine) due to their beneficial properties. Recently, biopolymers have been used for control of soil erosion, stabilization of aggregate, and to enhance drilling. However, the inter-particle behavior of such polymers on soil behavior are poorly understood. In this study, an artificial biopolymer (${\beta}$-1,3/1,6-glucan) was used as an engineered soil additive for Korean residual soil (i.e., hwangtoh). The geotechnical behavior of the Korean residual soil, after treatment with ${\beta}$-1,3/1,6-glucan, were measured through a series of laboratory approaches and then analyzed. As the biopolymer content in soil increased, so did its compactibility, Atterberg limits, plasticity index, swelling index, and shear modulus. However, the treatment had no effect on the compressional stiffness of the residual soil, and the polymer induced bio-clogging of the soil's pore spaces while resulting in a decrease in hydraulic conductivity.