• Title/Summary/Keyword: 고온강도특성

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Molecular dynamic studies for elastic constant of SiC crystal at high temperature (고온에서 SiC 결정의 탄성율에 대한 분자동역학연구)

  • Park, B.W.;Shin, H.R.;Kim, J.H.;Im, J.I.
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.20 no.5
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    • pp.232-236
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    • 2010
  • Silicon carbide (SiC) ceramics are widely used in the application of high-temperature structural devices due to their light weight as well as superior hardness, fracture toughness, and temperature stability. In this paper, we employed classical molecular dynamics simulations using Tersoff's potential to investigate the elastic constants of the SiC crystal at high temperature. The stress-strain characteristics of the SiC crystal were calculated with the LAMMPS software and the elastic constants of the SiC crystal were analyzed. Based on the stress-strain analysis, the SiC crystal has shown the elastic deformation characteristics at the low temperature region. But the slight plastic deformation behavior was shown as applied the high strain over $1,000^{\circ}C$. Also the elastic constants of the SiC crystal were changed from about 475 GPa to 425 GPa as increased the temperature to $1,250^{\circ}C$.

Mechanical Properties of Wood Flour Polypropylene Composites: Effect of Cycled Temperature Change (Wood Flour 폴리프로필렌 복합재료의 기계적 특성: 반복적 온도 변화의 영향)

  • Lee, S.Y.;Chun, S.J.;Doh, G.H.;Park, S.B.;Choi, S.I.
    • Elastomers and Composites
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    • v.46 no.3
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    • pp.218-222
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    • 2011
  • The effect of cycled temperature change on the mechanical properties of wood flour(50 wt.% and 70 wt.%) polypropylene WPC(Wood Plastic Composites) was investigated in this study. Flexural modulus and flexural strength of the WPC showed a decrease due to the degradation of interfacial adhesion between polymer matrix and wood flour by the freeze-thaw test regardless of the cycled number. At the higher loading level of wood flour, the reduction of the flexural modulus was remarkable. After the cycled heat-freeze test, it was found that the flexural modulus and flexural strength of the WPC were lower at the high temperature ($60^{\circ}C$) and higher at the low temperature ($-20^{\circ}C$). At the low temperature ($-20^{\circ}C$) which is below glass transition temperature of polypropylene ($-10^{\circ}C$), WPC is in a glassy state which brings about the high stiffness and strength. At the high temperature ($60^{\circ}C$), the flexural modulus and flexural strength of the WPC with 50 wt.% wood flour were lower because of the increase of polymer ductility.

Suggestion for Determination of Minimum $S_D$ for Rut-Resistable Asphalt Concretes (고온 내변형 아스팔트혼합물 선정을 위한 변형강도 임계치 결정 방안)

  • Kim, Kwang-W.;Cho, Byung-J.;Lee, Soon-Jae;Doh, Young-S.
    • International Journal of Highway Engineering
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    • v.9 no.4
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    • pp.193-204
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    • 2007
  • Deformation strength($S_D$) is a property which shows relatively good correlation with rut resistance of asphalt mixtures at high temperature. The Asphalt Pavement Analyzer (APA) is widely used as an equipment for estimating rut resistance of asphalt mixtures. The APA was used as corresponding property of the $S_D$ to estimate rutting resistance of asphalt mixtures. Many data were collected to establish the correlation of $S_D$ with APA. For $S_D$ test, the specimen is submerged into the $60^{\circ}C$ water for 30 minutes before applying a vertical load at the speed of 50mm/min to obtain peak load (P) and deformation (y) for $S_D$ calculation. For the same materials, APA test was performed. Relation of the $S_D$ with APA rut depth was evaluated using regression analysis. The $R^2$ value was 0.76, indicating this simple test procedure being a possible method for predicting deformation resistance of asphalt concretes at high temperature. It was also shown that, using the regression model, minimum value(s) of $S_D$ of surface course asphalt mixture or binder course for a particular road level can be determined. The limit values may be possible to use as cut-off value(s) of asphalt mixtures for the layer after further elaborated studies.

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Micromechanical Computational Analysis for the Prediction of Failure Strength of Porous Composites (다공성 복합재의 파손 강도 예측을 위한 미시역학 전산 해석)

  • Yang, Dae Gyu;Shin, Eui Sup
    • Composites Research
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    • v.29 no.2
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    • pp.66-72
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    • 2016
  • Porosity in polymer matrix composites increases rapidly during thermochemical decomposition at high temperatures. The generation of pores reduces elastic moduli and failure strengths of composite materials, and gas pressures in internal pores influence thermomechanical behaviors. In this paper, micromechanical finite element analysis is carried out by using two-dimensional representative volume elements for unidirectionally fiber-reinforced composites with porous matrix. According to the state of the pores, effective elastic moduli, poroelastic parameters and failure strengths of the overall composites are investigated in detail. In particular, it is confirmed that the failure strengths in the transvers and through-thickness directions are predicted much more weakly than the strength of nonpored matrix, and decrease consistently as the porosity of matrix increases.

The Characteristics of Strength Development and Curing Cycle of the Steam Cured Concrete (증기양생 콘크리트의 양생온도주기와 강도발현 특성)

  • Kim, Kwang-Don;Kim, Choon-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.5
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    • pp.63-71
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    • 2010
  • This paper is about a research of steam curing which is one of the curing methods for accelerating the early-age strength of pre-cast concrete. With cylinder mold and mock-up specimen, the research was executed to study the best cycle of steam curing temperature through quantifying cycle of steam curing and maximum temperature, while the required strength is developed under the early-age. Moreover, causes and measurements for the high temperature of concrete, which is due to the steam curing, and the crack, which occurs when removing steel form, are stated. Ultimately, the economical method of producing, which satisfies early-age strength development and quality assurance while manufacturing PC structure, is stated.

The water vapor pressure property of 150MPa level ultra high strength concrete reinforced with polypropylene fiber and amorphous steel fiber at high temperature (고온에서 폴리프로필렌섬유와 비정질강섬유를 보강한 150MPa급 초고강도 콘크리트의 수증기 압력특성)

  • Suh, Dong-Kyun;Kim, Gyu-Yong;Lee, Sang-Kyu;Hwang, Eui-Chul;Eu, Ha-Min;Nam, Jeong-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.06a
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    • pp.132-133
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    • 2020
  • The aim of this study is to evaluate the combination effect of amorphous steel fiber and polypropylene fiber on spalling of the 150MPa level ultra high strength concrete. Considering spalling has a great relationship with water vapor pressure, this paper is focusing on water vapor pressure. The test specimens were heated accordance with ISO-834 Standard Curve using electric heating furnace, the depth of 10mm water vapor pressure formation was tend to get faster and spalling damage become severe when the mixing proportion of amorphous steel fiber increase. When using ultra high strength concrete reinforced with amorphous steel fiber, further research about proper mixing proportion of polypropylene fiber.

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Inconel 718 and UNSM Treated Alloy Study on the Rotary Bending High Temperature Fatigue Characteristics under a Light Concentrating System (인코넬 718강의 UNSM처리재의 고온하의 피로특성에 관한 연구)

  • Suh, Chang Min;Nahm, Seung Hoon;Woo, Young Han;Hor, Kwang Ho;Hong, Sang Hwui;Kim, Jun Hyong;Pyun, Young Sik
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.40 no.11
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    • pp.935-941
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    • 2016
  • This study investigated the influence of high temperature and UNSM on the fatigue behavior of Inconel 718 alloy at RT, 300, 500, and $600^{\circ}C$. Fatigue properties of Inconel 718 were reduced at high temperatures compared to those at room temperature. However, the endurance limit was similar to that of the room temperature sample at the design stress level. High-temperature fatigue characteristics of the UNSM-treated specimen were significantly improved at the design stress level as compared to the untreated specimens. Specifically, the influence of temperature on the S-N curves at the design stress level of the UNSM-treated specimen showed the tendency of longer fatigue lives than those of untreated ones. Researchers can obtain rotary fatigue test results simply by heating specimens with a halogen lamp to precise temperatures during specific operations.

The Combined Effect of Concrete Environment and High Temperature on Interlaminar Shear Strength of FRP Reinforcement (콘크리트 환경과 고온의 복합환경이 FRP 보강근의 계면전단성능에 미치는 영향)

  • Moon, Do-Young;Oh, Hong-Seob
    • Journal of the Korea Concrete Institute
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    • v.23 no.6
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    • pp.749-756
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    • 2011
  • Most experimental studies on durability of FRP reinforcements subjected to high temperature have focused on the effect of high temperature only on tensile properties. But FRP reinforcement used in newly constructed concrete structure is first degraded by moisture and alkaline environment of concrete. When the structure is subjected to fire, the degraded FRP reinforcement is exposed to high temperature. Therefore, the effects of concrete environment and high temperature should be simultaneously considered for evaluation of FRP reinforcement damaged by fire. In this study, FRP reinforcements submerged in simulated solutions of pH 12.3 and 7 for extended period of time were subjected to temperatures of $60^{\circ}C$, $100^{\circ}C$, $150^{\circ}C$, and $300^{\circ}C$ to be examined. In order to investigate the effect of the high temperature, interlaminar shear strengths were measured and compared to those of control ones. The experimental results demonstrated that the combined effect of concrete environment and high temperature on properties of FRP reinforcement was more significant than the effect of high temperature or concrete environment solely.

Factors Influencing Characteristics of Sand Core for Water Jacket in Automotive Cylinder Blocks Casting (자동차 실린더 블록 주조에서 워터 자켓용 샌드 코어 특성에 영향을 미치는 인자)

  • Kim, Ki-Jun
    • Journal of the Korea Convergence Society
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    • v.12 no.2
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    • pp.185-191
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    • 2021
  • The characteristics of the foundry sand were analyzed for water jacket core required to prevent structural deformation from the heat generated in the cylinder bore during the casting of the cylinder block of an automobile. The sand core tensile strength tester, AFS-GFN, and optical microscope were used to evaluate the its properties. If the SiO2 content is high in the foundry sand, the dimensional defects and veining defects occur due to high temperature expansion. Also, if it is too low, the core breakage, porosities, chemical burn-on defects occur. The particle size index and grain shape influenced the core strength and resin consumption, resulting in fluctuations in defect types. The higher the alkalinity of the dried sand, the lower the core strength. And the more basic, the lower the core strength. At the resin content of 1.6~1.8%, the increase in core strength after 1 hour curing was approximately at its maximum.

An Experimental Study on the Engineering Properties of Deteriorated Concrete using Recycled Fine Aggregate by Fire Damage (재생잔골재를 활용한 화재피해를 입은 콘크리트의 공학적 특성에 관한 실험적 연구)

  • Kwon, Yung-Jin
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.10 no.1
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    • pp.190-196
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    • 2006
  • In the existed study, a fire outbreak in a reinforced concrete structure looses the organism by the different contraction and expansion of hardened cement pastes and aggregate, and causes cracks by thermal stress, leading to the deterioration of the durability. So accurate diagnosis of deterioration is needed based on mechanism of fire deterioration in general concrete structures. Fundamental information and data on the Properties of concrete exposed to high temperature are necessary for accurate diagnosis of deterioration. Therefore, This study is willing to propose fundamental data for quick and accurate diagnosis of deteriorated concrete structure by fire damage with making variable concrete test specimen, exposing high temperature environment, observing the explosive spalling and examining engineering property.