• Title/Summary/Keyword: Elongation test

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Non-destructive Evaluation Method for Service Lifetime of Chloroprene Rubber Compound Using Hardness

  • Park, Kwang-Hwa;Lee, Chan-Gu;Park, Joon-Hyung;Chung, Kyung-Ho
    • Elastomers and Composites
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    • v.56 no.3
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    • pp.124-135
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    • 2021
  • Evaluating service lives of rubber materials at certain temperatures requires a destructive method (typically using elongation at break). In this study, a non-destructive method based on hardness change rate was proposed for evaluating the service life of chloroprene rubber (CR). Compared to the destructive method, this non-destructive method ensures homogeneity of CR specimens and requires a small number of samples. Thermal accelerated degradation test was conducted on the CR specimens at 55, 70, 85, 100, and 125℃, and the tensile strength, elongation at break, and hardness were measured. The results of the experiment were compared to those of the accelerated life evaluation method proposed in this study. Comparing the analyzed lives in the high temperature region (70, 85, 100, and 125℃), the difference between the service lives for the destructive method (using the elongation at break) and non-destructive method (using the hardness) was approximately 0.1 year. Therefore, it was confirmed that the proposed non-destructive evaluation method based on hardness changes can evaluate the actual life of CR under thermally accelerated degradation conditions.

An Estimation of the Long-Term Properties of Epoxy Used for Reinforcing Surface in Concrete (콘크리트 표면강화 에폭시의 장기특성 평가)

  • 김성욱;김도겸;이장화;김근경;김상조
    • Proceedings of the Korea Concrete Institute Conference
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    • 1999.10a
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    • pp.183-186
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    • 1999
  • Up to date, it is difficult to estimate the consistence of properties on the epoxy liner in service time because an estimation of the long term environment-deterioration with aging has not been processed. In the study, the estimation on epoxy liner is carried by the physical test 7 rounds. There are the elongation the and the crack bridging test in the part of physical tests. An elongation test is carried out with epoxy membrane and a crack bridging test is carried out with specimen painted epoxy on concrete. The subjects of test and estimation are a containment quality system and a fibre-glass reinforced system. The materials of these systems are a Robber added Epoxy, a Silica added Epoxy, and a Fiber reinforced Epoxy. Ensuring the test data, properties of epoxy liner was estimated and the change of properties was predicted on epoxy liners.

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Evaluation of Environmental Toxicities for Priority Water Pollutants in a Small Watershed by Bioassays - Comparision between Lettuce Seed Germination Test and Microtox Bioassay - (생물학적 검정법을 이용한 소규모 수계내 수질 오염물질의 환경독성 평가 -상추씨 발아시험과 Microtox 시험 비교-)

  • 이지나;황인영
    • Environmental Analysis Health and Toxicology
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    • v.14 no.4
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    • pp.135-144
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    • 1999
  • Environmental toxicities of priority water pollutants were evaluated by two selected bioassays, Lettuce seed germination/elongation test and Microtox acute toxicity test. Toxic chemicals (heavy metals, polycyclic aromatic hydrocarbons, and phenolic compounds) inhibited the germination rate and root elongation of Lettuce seed, as well as the bioluminescence of Microtox bacteria. When test biota were exposed to target chemicals, the sensitivity of Lettuce bioassay was relatively lower than that of Microtox bioassay. However, Lettuce bioassay may be a good candidate for prescreening the environmental toxicities of priority water pollutants, since the testing method with Lettuce seed was relatively easier and more economic than with Microtox bacteria. Toxicity tests were conducted to compare the validity and sensitivity of both bioassays for sediment from a small stream passed through urban area as well as leachate from a municipal solid waste landfill. From experimental results, we found that Lettuce test and Microtox test are compensated each other as a battery of bioassay for evaluating the environmental toxicities of field samples obtained from a small stream contaminated by pollutants.

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Characterization of Dexamethasone-eluting PLGA Films Coated on Capsular Tension Ring to Prevent Posterior Capsule Opacification

  • Chang, Byung-Kon;Kim, Bo-Gyun;Kim, Young-Jae;Kang, Myung-Joo;Lee, Jae-Hwi;Choi, Young-Wook
    • Biomolecules & Therapeutics
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    • v.16 no.4
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    • pp.425-430
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    • 2008
  • The objectives of this study were to prepare PLGA film onto the surface of the capsular tension ring (CTR) for controlled drug release and investigate the influence of plasticizers, the test drug and measurement conditions on flexibility of the film. Film solutions were prepared by dissolving PLGA, plasticizer (triethyl citrate, TEC or polyethylene glycol, PEG), test drug (dexamethasone) in ethyl acetate then films were prepared by spray coating and evaporation method. Then, the flexibility of PLGA film was determined by elongation test. The addition of plasticizer, PEG or TEC to PLGA copolymer caused a depression of glass transition temperature ($T_g$) and the elasticity of PLGA films increased. The addition of dexamethasone to the PLGA/TEC matrix decreased the flexibility of film. Dimensional factors of the PLGA films such as width and thickness were significantly influenced on flexibility of films and film length and elongation speed had no considerable influence on elongation of films. In this study, sufficiently flexible and stable PLGA films capable of being coated onto CTR could be prepared. This PLGA films can be used as a platform for local drug delivery.

Efficiency appraisal of 22.9kV tree retardant power cable (22.9kV 트리억제형 전력케이블의 성능평가)

  • Kim, We-Young;Yun, Dae-Hyuk;Park, Tae-Gone
    • Proceedings of the KIEE Conference
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    • 2002.11a
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    • pp.179-182
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    • 2002
  • XLPE compound have used for insulation of 22.9(kV) power cable. But tree retardant power cable has developed and is going to br used commonly. TR XLPE compound retard production and growth of water tree. In this paper, tensile strength, elongation at break, degree of crosslinking, lightning impulse test, AC breakdown test, cyclic aging for 14days and accelerated water treeing test of TR XLPE insulated power cable were examined according to the KEPCO buying spec. & AEIC CS 5-94 standards. before and after As the result, tensile strength, elongation at break and degree of crosslinking test results of TR XLPE insulation were higher than requirement values. After accelerated water treeing test for 120 days, 240 days and 360 days, AC breakdown voltages were not decreased for accelerated water treeing aging duration

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Evaluation about The Rigor of Elongation for Domestic and Foreign Standard of Steel Reinforcement (국내외 철근규격 연신율의 엄격성 평가)

  • Kim, Dong-Hyun;Lee, Jae-Hoon;Ko, Seong-Hyun;Hwang, Do-Kyu;Yoo, Hyun-Jae
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.279-280
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    • 2010
  • The code of elongation, a key factor, which has an influence on the ductility of reinforced concrete structures is different depending on each country. That is because the gauge length determining elongation differs at every codes. According to our study, we have compared the domestic and foreign codes which show different gauge length, and it has been analyzed and evaluated to recognize which code of elongation is more rigorous through tensile test.

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PRECIPITAlON BEHAVIOR OF 8090 ALUMINIUM ALLOY BY HERMOMECANICAL AND DUPLEX AGING TREAMENT (가공열처리 및 2단시효처리에 의한 8090알루미늄 합금의 석출거동)

  • Lee, Hag-Yong;Kim, Sug-Woo;Woo, Kee-Do
    • Journal of the Korean Society for Heat Treatment
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    • v.7 no.4
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    • pp.270-276
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    • 1994
  • The effects of thermomechanical and duplex aging treatment on precipitation behavior were investigated for the 8090 aluminium alloy by tensile test, hardness test, plane-strain fracture toughness test and electron microscope. Both pre-aging stretch and duplex aging with pre-aging stretch were effective to homogenize the distribution of S' phase in this alloys. The latter makes more homogeneous distribution of S' phase than that of the former, but the sizes of S' phase in both specimens are almost same. The size and distribution of 0' phase were not changed by thermomechanical or duplex aging treatment. The strength was increased by thermomechanical treatment, but the elongation was decreased. Duplex aging treatment couldn't change the strength and elongation. Pre-aging stretch and duplex aging with pre-aging stretch have same effect on the strength and elongation. The increase of strength by thermomechanical treatment in 8090 alumunium alloy was caused by homogeneously precipitated S' phase.

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Influence of Si Contents on the Mechanical Properties of Austempered Ductile Iron (오스템퍼드 구상흑연주철의 기계적 성질에 미치는 Si의 영향)

  • Lee, Sang-In;Oh, Young-Kun;Jun, Ghi-Chan
    • Journal of Korea Foundry Society
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    • v.17 no.3
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    • pp.286-291
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    • 1997
  • Influence of Si contents on the mechanical properties and microstructure of austempered ductile iron was investigated. Four different Si contents between 2.0 and 2.9% were used. Austenitizing was performed at $890^{\circ}C$ for 2 hrs and austempering temperatures were both 340 and $380^{\circ}C$ for 0.5, 1, and 2 hrs. Nodule content was more than $300/mm^2$ and nodularity was more than 90%. Microstructure was revealed using nital and retained austenite was measured by x-ray diffractometer. Tensile test, no-notch Charpy impact test and wear test were performed. Tensile strength was improved as Si content increased and both elongation and impact toughness had peak at 2.6%Si. The specimen austempered at $380^{\circ}C$ showed lower tensile strength than that of $340^{\circ}C$, but showed higher elongation. However, austempering temperature of $380^{\circ}C$ was desirable because that of $340^{\circ}C$ was close to lower bainite transformation. As austempering time increased, tensile strength and elongation were improved and optimum condition was obtained for 2 hrs heat treatment.

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Longitudinal Elongation of Slender Reinforced Concrete Beams Subjected to Cyclic Loading (주기하중을 받는 세장한 철근콘크리트 보의 길이방향 인장변형)

  • Eom, Tae-Sung;Park, Hong-Gun
    • Journal of the Korea Concrete Institute
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    • v.20 no.6
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    • pp.785-796
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    • 2008
  • Longitudinal elongation develops in reinforced concrete beams that exhibit flexural yielding during cyclic loading. The longitudinal elongation can decrease the shear strength and deformation capacity of the beams. In the present study, nonlinear truss model analysis was performed to study the elongation mechanism of reinforced concrete beams. The results showed that residual tensile plastic strain of the longitudinal reinforcing bar in the plastic hinge is the primary factor causing the member elongation, and that the shear-force transfer mechanism of diagonal concrete struts has a substantial effect on the magnitude of the elongation. Based on the analysis results, a simplified method for evaluating member elongation was developed. The proposed method was applied to test specimens with various design parameters and loading conditions.

A Study of Dynamic Deformation Behaviors of SCM415 steel with the Change of Ferritic Grain Size (SCM415강의 동적 변형거동에 미치는 페라이트 결정립크기 변화에 관한 연구)

  • Kim, Heon-Joo;Park, Moo-Yong
    • Journal of the Korean Society for Heat Treatment
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    • v.20 no.1
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    • pp.22-30
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    • 2007
  • Effects of ferrite grain size on static and dynamic deformation behaviors of SCM415 stels were investigated in this study. Dynamic torsional test was conducted using torsional Kolsky bar with the strain rate of $1.6{\times}10^3/s$. Specimens with three different grain size of ferrite, $4.6{\mu}m$, $11{\mu}m$, $35.5{\mu}m$ were used. Dimple fracture mode of the dynamic test specimens showed adiabatic shear bands on the beneath of fracture surface. Increased uniform elongation and decreased non-uniform elongation appeared as grain size of ferrite decreased in dynamic torsional test. However, shear strength was independent on grain size of ferrite.