• 제목/요약/키워드: Polymer specimen

검색결과 343건 처리시간 0.032초

Sprayed FRP 공법에 의한 콘크리트 구조물의 보수.보강법 개발에 관한 연구 - 철근콘크리트 전단기둥의 보강성능 평가 - (Repair and Strengthening Methods for Concrete Structures using Sprayed Fiber Reinforced Polymers - Strengthening performance of Reinforced Concrete Shear Columns -)

  • 이강석;변인희;손영선;이문성;이성호;이리형
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.137-140
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    • 2006
  • In this study, a seismic performance of reinforced concrete columns strengthened by a sprayed fiber reinforced polymer (SFRP) is investigated. For this purpose, six column specimens approximately scaled into 2/3, are designed and tested under a constant axial load, 10% of the nominal axial strength of column, and pseudo-static reversed cyclic lateral loading system. Four specimens are strengthened by Sprayed FRP using different combinations of short fibers (carbon or glass fiber) and resins (epoxy or vinyl esther). For comparison, the test investigated in this study also includes a specimen strengthened using carbon fiber reinforced polymer (CFRP), and also a control specimen without strengthening. The results revealed that specimens strengthened using SFRP showed a improved structure behavior, compared to control specimen, in terms of strength, ductility, lateral drift capacity, and energy-absorbtion capacity. In addition, compared to the specimen strengthened using CFRP, Sprayed FRP-strengthened specimens reasonably showed a equivalent seismic performance.

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시멘트 경화체의 동결융저항성에 미치는 Polymer의 영향 (Effect of Polymers on the Freezing and Thawing Resistance of Hardened Cement Mortar)

  • 이선우;김정환;최상흘;한기성
    • 한국세라믹학회지
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    • 제28권7호
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    • pp.509-516
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    • 1991
  • The effect of various polymers on the freeze-thaw resistance of hardened cement mortar was investigated. For this study, styrene butadiene rubber (SBR), ethylene vinyl acetate (EVA), polyvinyl alcohol (PVA) were used to prepare cement mortar specimen, and then freeze-thaw experiment was carried out. By adding SBR adn EVA to the specimen, the freeze-thaw resistance of specimens was improved, but when PVA was added to the specimen, its freeze-thaw resistance was lowered. Particularly, the specimens which were added 5, 10% of SBR and 5% of EVA showed excellent freeze-thaw resistance in the salt environment.

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Influence of Calcium on the Formation of Aluminosilicate Inorganic Polymer Binder

  • Ahn, Sangwook;Choi, Youngkue;Shin, Byeongkil;Lee, Jungwoo;Lee, Heesoo;Hui, Kwunnam
    • 대한금속재료학회지
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    • 제49권5호
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    • pp.362-366
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    • 2011
  • Aluminosilicate inorganic polymer binder has been studied as an alternative to ordinary Portland cement due to its higher physical properties, chemical resistance and thermal resistance. This study has been carried out in an attempt to understand the hardening characteristics of aluminosilicate binder by varying the content of calcium. Samples with four different ratios of Al, Si, and Ca were synthesized in this study with the Al:Si:Ca mol ratio being 1.00:1.85~1.98:0.29~2.12. Furthermore, an alkali silicate solution was prepared with the sodium hydroxide (NaOH) and sodium silicate (NaSi). The hardening characteristics of the specimens were analyzed using XRD, SEM, and TG/DTA. In addition, compressive strength and sintering time of specimens were measured as a function of calcium content. The results showed that the specimen containing 2.12 mol% calcium offered the highest compressive strength. However, the compressive strength of the specimen containing 0.26 mol% calcium was lower relative to the other specimens. The results displayed a distinct tendency that as more calcium was added to the inorganic polymer, setting time became shorter. When calcium was added to the inorganic polymer structure, a second phase was not formed, indicating that the addition of calcium does not affect the crystalline structure.

AL6061과 PBT 재료의 인서트 사출공정조건에 따른 접합강도 특성 분석 (Analysis of Variations in the Bonding Strength Characteristics of the AL6061-PBT-Polymer Composite with Injection Parameters)

  • 정용준;김영신;전의식
    • 한국기계가공학회지
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    • 제20권5호
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    • pp.135-141
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    • 2021
  • As a trend of lightening automobiles and electronic products, several studies are currently underway to replace parts of metals with resins. In particular, heterojunctions between metals and resins are now under the spotlight. This study aims to evaluate the variation in bonding strength with process conditions when the polybutylene terephthalate (PBT) polymer is bonded to a specimen of the lightweight 6061 aluminum alloy (AL6061). Conditions of the bonding surface of the AL6061 specimen, the temperature of the injection mold, and the content of the glass fiber were considered to be process variables. Bonded specimens were manufactured for different values of these variables. Bonding strength tests were then performed on these specimens and variations were analyzed in their characteristics corresponding to those of the process conditions. Fractures in these specimens were assessed using scanning electron microscopy (SEM) to assess the fracture surface. This was then used to analyze the fracture shape and determine whether anodizing the specimen led to the development of cracks on the joint surface. Results of the above test indicated that while the surface condition of the specimen and the temperature of the injection mold significantly influenced the strength of bonding, the content of the glass fiber did not.

고강도 폴리머 콘크리트 C 형보의 응력블럭 고찰 (The Investigation of Stress Block of C-Shaped Specimen for High-Strength Polymer Concrete)

  • 김관호;연규석;김남길;박광수;신수균;이준구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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    • pp.1023-1028
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    • 2001
  • This study was conducted to develop a procedural method to produce a high strength polymer concrete using polyester resin to experimentally examine the stress block properties of the high strength polymer concrete. C-shaped specimens were Produced and test to compute parameter of the stress block. They were $k_{1}$ : 0.73 and $\gamma$ : 0.845, respectively. $k_{1}$ is the ratio of the depth of the maximum compressive strength of the beam

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폴리머 콘크리트 샌드위치 패널의 휨크리이트 특성 (Flexural Creep Properties of Sandwich Panels with Polymer Concrete Facings)

  • 연규석;김광우;함형길;김관호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1995년도 봄 학술발표회 논문집
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    • pp.55-59
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    • 1995
  • This study was experimentally carried out to evaluate flexural creep properties of sandwich panels with polymer concrete facings. Specimen was made using polymer concrete facing and polyestyrene form core that has an excellent insulation capacity. Test results showed that, in 90 days of loading, the flexural creep was 1/292 under 40% of stresslevel and 1/780 under 60% stress level.

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MCPs의 반사 특성에 관한 연구 (A Research on Reflectivity of Microcellular Polypropylene)

  • 서정환;차성운;김학빈
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 춘계학술대회 논문집
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    • pp.1367-1370
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    • 2005
  • Microcellular foam processing of polymers requires a nucleated cell density greater than $10^9\;cells/cm^3$ so that the fully grown cells are smaller than 10 mm. A microcellular foam can be developed by first saturating a polymer sample with a volatile blowing agent, followed by rapidly decreasing its solubility in the polymer. In general, the cellular structure of crystalline polymer foams is difficult to control, compared to that of amorphous polymer foams. Since the gas does not dissolved in the crystallites, the polymer/gas solution formed during the microcellular processing is nonuniform. Moreover, the bubble nucleation is nonhomogeneous because of the heterogeneous nature of the crystalline polymer. In this paper, the effects of the crystallinity and morphology of crystalline polymers on the microcellular foam processing and on reflectivity of products are investigated. First, polymer specimens with various morphology and amount of solved blowing agent were prepared by varying the saturation pressure, saturation time and foaming condition. Then, cell morphologies according to several conditions were studied. The specimens with differing gas amount of solved and morphologies were foamed and their cellular structures were compared. The experimental results of reflectivity are compared to raw specimen and another specimen of different experimental conditions. After the experiments, recognize whether how reflectivity changes according to solved gas amount. And the effect of cell density and cell size on reflectivity is studied

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Effect of Anchorage Number on Behavior of Reinforced Concrete Beams Strengthened with Glass Fiber Plates

  • Kaya, Mustafa;Kankal, Zeynel Cagdas
    • International Journal of Concrete Structures and Materials
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    • 제9권4호
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    • pp.415-425
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    • 2015
  • Reinforced concrete beams with insufficient shear reinforcement were strengthened using glass fiber reinforced polymer (GFRP) plates. In the study, the effect of the number of bolts on the load capacity, energy dissipation, and stiffness of reinforced concrete beams were investigated by using anchor bolt of different numbers. Three strengthened with GFRP specimens, one flexural reference specimen designed in accordance to Regulation on Buildings Constructed in Disaster Areas rules, and one shear reinforcement insufficient reference specimen was tested. Anchorage was made on the surfaces of the beams in strengthened specimens using 2, 3 and 4 bolts respectively. All beams were tested under monotonic loads. Results obtained from the tests of strengthened concrete beams were compared with the result of good flexural reference specimen. The beam in which 4 bolts were used in adhering GFRP plates on beam surfaces carried approximately equal loads with the beam named as a flexural reference. The amount of energy dissipated by strengthened DE5 specimen was 96 % of the amount of energy dissipated by DE1 reference specimen. Strengthened DE5 specimen initial stiffness equal to DE1 reference specimen initial stiffness, but strengthened DE5 specimen yield stiffness about 4 % lower than DE1 reference specimen yield stiffness. Also, DE5 specimen exhibited ductile behavior and was fractured due to bending fracture. Upon the increase of the number of anchorages used in a strengthening collapsing manner of test specimens changed and load capacity and ductility thereof increased.

초음파 펄스 분석을 통한 SBR계 폴리머 혼입 모르타르의 폴리머 혼입률에 따른 진 동감쇠비 성능 평가 (Vibration Damping Ratio Performance Evaluation According to the Polymer Mixing Rate of SBR-based Polymer Modified Mortar through Ultrasonic Pulse Analysis)

  • 정민구;장종민;이한승
    • 한국건축시공학회지
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    • 제22권6호
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    • pp.543-551
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    • 2022
  • 폴리머 혼입 모르타르를 대상으로 폴리머 혼입률에 따른 실험체의 역학적 성능 및 진동감쇠비 성능 평가를 실시하였다. 폴리머로서는 Styrene Butadiene Rubber(SBR) 고형분이 약 49~51%인 액상형 폴리머를 사용하였으며, 5%씩 액상 폴리머 함량을 증가시켰으며, 고형분 기준으로 약 2.5%씩 증가하였다. 실험체는 40×40×160(mm)로써 경화 후에 압축강도, 휨강도, 초음파펄스법을 통해 진동감쇠비를 측정하였다. 그 결과, 폴리머 혼입률이 증가함에 따라 압축강도는 감소하나 휨강도는 증가하였으며, 진동감쇠비는 폴리머 고형분 2.5% 첨가에서 11% 증가, 폴리머 고형분 5%에서 28% 증가, 폴리머 고형분 7.5%에서 33% 증가, 폴리머 고형분 10%에서 72%로 급격히 증가하여 모르타르의 진동 저감을 위하여 폴리머의 혼입이 매우 유효함을 알 수 있었다. 또한, SEM 및 SEM-EDS 분석을 통하여, 폴리머 혼입에 의한 진동 저감의 원인은 골재의 천이대 및 내부 공극에 형성된 폴리머 막이 모르타르의 진동을 내부에서 완충시킨 것으로 판단된다. 이를 종합하면, 본 연구의 범위에서 모르타르의 진동 저감을 위한 적정 폴리머 혼입 비율은 고형분 기준 약 7.5% 정도로 판단된다.

샌드위치패널심재로 활용한 St/BA 개질 다공성 경량 콘크리트의 특성 (Properties of St/BA Modified Cellular Lightweight Concrete as Sandwich Panel Core)

  • 강내민;노정식;도정윤;문경주;소양섭
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2003년도 학술.기술논문발표회
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    • pp.31-34
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    • 2003
  • Sandwich panel is composed of the facing sheets which support the external load, the cellular core with the low thermal conductivity and the adhesive agent to bond them. The cellular core was produced by binding lightweight cellular aggregates with cement and two types of acrylic base St/BA emulsion were added with a view to improving the workability ion due to high absorption of light weight aggregate and to develope more strength, respectively. This investigation is to comprehend the effect of the addition of two types of St/BA on thermal conductivity, calorific value and exhaustion content of noxious gas in addition re compressive and flexural strength. Flexural strength of the specimen made with St/BA-2 ranged 20kgf/cm2 to 25kgf/cm2 and was about 50% to 100% as high as that of the non-fiber specimen. Thermal conductivity was recorded from 2.0 to 3.0 kcal/mh$^{\circ}C$ and calorific value of St/BA modified specimen was much lower than that of commercial sandwich panel core of EPS and urethane. Careful caution has to be taken because generation of noxious gas such as CO, NO and SO2 tend to increase with addition of polymer cement ratio.

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