• Korean Journal of Food Science and Technology
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• v.40 no.3
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• pp.360-363
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• 2008

Two barley malt samples were selected at two different stages of germination, a well-modified malt germinated for 96 hr and a poorly-modified malt for 60 hr, and were analyzed for total, insoluble, and soluble ${\beta}$-glucan contents. The total ${\beta}$-glucan content in raw barley was 3.96%, and the content was reduced during malting. The total ${\beta}$-glucan contents of the poorly- and well-modified malts were 1.02% and 0.18%, respectively. After 4 days of germination, approximately 95% of the ${\beta}$-glucan present in the barley was degraded. A significantly higher proportion of water-soluble ${\beta}$-glucan was found in the well-modified malt, suggesting that ${\beta}$-glucan solubility was dependent on cell wall modifications in the malt (${\beta}$-glucan breakdown). The proportion of water-soluble ${\beta}$-glucan was also affected by the extraction temperature. The two differently modified malts were mashed isothermally at 45, 55, 65, and 75oC for 2 hr. An increasing mashing temperature resulted in increased viscosity for the wort and the resulting beer. The viscosity of the wort from the well-modified malt was significantly low, due to its low initial malt ${\beta}$-glucan with increased solubility as well as a presumably sufficient ${\beta}$-glucanase activity during mashing.

• International Journal of Highway Engineering
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• v.7 no.4 s.26
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• pp.1-8
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• 2005

Permanent Deformation is one of the most important load-related pavement distresses in asphalt pavements. The Korean Pavement Design Guide currently being developed adopted the mechanistic-empirical approach and needed the pavement distress prediction models. This study intends to develop the model for prediction of permanent deformation in the asphalt layer and estimate the pavement performance. The objectives of this paper are to figure out the factors affecting the permanent deformation and then develop the permanent deformation prediction model for asphalt mixtures. The repeated triaxial load test was Performed on the 19mm dense graded asphalt mixture with variation of temperature and air void. Results from the laboratory tests showed that temperature and air void in asphalt mixtures have significantly influenced on the factors in prediction model. The permanent deformation prediction model for 19m dense grade asphalt mixtures has been developed using the multiple regression approach and validated the proposed permanent deformation prediction model.

• Korean Journal of Materials Research
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• v.9 no.9
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• pp.937-942
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• 1999

Fe계 합금의 적층결함에너지를 감소시키는 것으로 알려진 Mn이 Fe-20Cr-1C-Si 경면처리 합금의 변형유기 상변태거동과 상온 및 고온 마모저항성에 미치는 영향에 대하여 조사하였다. 15ksi의 접촉응력에 대하여 0~25wt.% Mn을 첨가한 시편은 모두 상온에서 마모손실량이 적은 우수한 마모저항성을 보였는데 Mn 첨가량이 5wt.% 이하인 시편의 경우 마모표면에서 ${\gamma}$$\longrightarrow$$\alpha$\`변형유기 상변태가 발생한 반면 15wt.% 이상 Mn을 첨가한 시편에서는 ${\gamma}$$\longrightarrow$$\varepsilon$변형유기 상변태가 발생하는 것으로 나타났다. 25$0^{\circ}C$까지 고온 마모시험결과 ${\gamma}$$\longrightarrow$$\alpha$\`변형유기 상변태가 발생한 5wt.% 이하 Mn 첨가시편은 Mn 첨가량이 증가할수록 마모손실량이 증가하는 것으로 보아 Mn 첨가는 ${\gamma}$$\longrightarrow$$\alpha$\`변형유기 상변태에 있어서 고온 마모저항성을 저하시키는 것으로 생각되며 이는 Mn이 ${\gamma}$$\longrightarrow$$\alpha$\`변형유기 상변태의 M(sub)d 온도를 감소시키기 때문으로 생각된다. 반면에 ${\gamma}$$\longrightarrow$$\varepsilon$변형유기 상변태가 일어난 15wt.% 이상 Mn 첨가 시편의 경우 Mn 첨가량 증가에 따른 고온 마모손실량의 차이가 없는 것으로 보아 ${\gamma}$$\longrightarrow$$\varepsilon$변형유기 상변태는 ${\gamma}$$\longrightarrow$$\alpha$\`변형유기 상변태에 비해 온도의 존성이 적은 것으로 생각된다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.14 no.3
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• pp.197-213
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• 2012

Disc cutter is a key cutting tool for rock excavation by TBMs. This study aimed to characterize the deformation of a cutter ring by strain measurement as well as infrared thermal camera measurement during a series of linear cutting tests for a hard rock. The strain measurement results indicated that the cutter ring clearly showed a linear elastic behavior. The data obtained from the infrared thermal camera measurement demonstrated that the maximum temperature increase in the cutter ring was below $14.4^{\circ}C$. The deformation and temperature increase of the cutter ring during rock cutting were insignificant in a given cutting test condition of this study.

• Composites Research
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• v.12 no.3
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• pp.55-65
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• 1999

In this paper, the thermal buckling and postbuckling behaviour of composite beam with embedded shape memory alloy (SMA) wires are investigated experimentally and analytically. The results of thermal buckling tests on uniformly heated, clamped, composite beam embedded with SMA wire actuators are presented and discussed in consideration of geometric imperfections, slenderness ratio of beam and embedding position of SMA wire actuators. The shape recovery force can reduce the thermal expansion of composite laminated beam, which result in increment of the critical buckling temperature and reduction of the lateral deflection of postbuckling behaviours. It is presented quantitatively on the temperature-load-deflection behaviour records how the shape recovery force affects the thermal buckling. The cross tangential method is suggested to calculate the critical buckling temperature on the temperature-deflection plot. Based on the experimental analysis, the new formula is also proposed to describe the critical buckling temperature of a laminated composite beam with embedded SMA wire actuators.

• Journal of the Korean Geotechnical Society
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• v.25 no.10
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• pp.31-40
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• 2009

As the measurement of strain-gage type cone penetrometer is influenced by the temperature change during penetration, the temperature is a factor producing an error of the cone tip resistance. In this study, the 0.5 mm diameter temperature transducer and 7 mm diameter micro cone penetrometer are manufactured by using FBG sensors to evaluate the effect of temperature on the cone tip resistance. Design concepts include the cone configuration, sensor installation and the temperature compensation process. The test shows that the tip resistance measured by strain gauge is affected by the temperature change. The error of the tip resistance increases with an increase in temperature change, while the temperature effect on the tip resistance of FBG cone is effectively compensated by using FBG temperature transducer. Temperature compensated tip resistance of the strain gauge cone shows the good matched profile with FBG cone which performs real-time temperature compensation during penetration. This study demonstrates that the temperature compensation by using FBG sensor is an effective method to produce the more reliable cone tip resistance.

• Korean Journal of Materials Research
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• v.11 no.7
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• pp.585-589
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• 2001

Many experimental results have revealed that the development of cavitaition during tensile deformation is limited by the Presence of liquid phases. However, the presence of liquid phases does not always lead to high-strain-rate superplasticity, because too much liquid causes intergranular decohesion at grain boundaries/interfaces in metal-matrix composites. Thus, it is important to examine the nature of interfaces of superplastic composites in order to understand the origin of superplastic flow related to liquid grain boundaries during high-strain-rate superplastic deformation. This study shows that a large elongation is obtained at the temperature, that is close to the onset temperature for partial melting in the superplastic composites, but the elongation significantly decreases at slightly higher temperatures, which are close to the end temperature fur partial melting. This indicates that there is an optimum amount of the liquid phase for obtaining high-strain-rate superplasticity in these materials.

• Journal of the Korea Convergence Society
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• v.10 no.12
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• pp.287-292
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• 2019

This paper analyzes the thermal behaviors of genuine discs used in automobiles and discs coming out of tuning products through FEM analysis. Modeling with genuine disk modeling and tuning disks Model-1, Model-2, Model-3 and analyzing the disk rotation speed was set to 1000rpm. When the brake is operated, the thermal behavior of the disk surface, such as the operating temperature caused by the disk and pad contact, the friction surface temperature after the disk stop, and the thermal deformation, were analyzed. When the brake was activated (0-4.5 seconds), the tuning disk showed 34℃ higher than the original disk, and after the disk stopped (40.5 seconds), the tuning disk was analyzed 18℃ lowe, deformation due to the disk heat was deformed by 0.3mm for the tuning disk. Although there is an effect to reduce the fading phenomenon due to the thermal behavior of the pure disk and the tuning disk, it can be observed that there is no significant change in the thermal behavior due to the hole processing and the disk surface processing of the tuning disk.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.761-764
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• 2008

The present study is aimed to study the effect of elevated temperatures ranging from 20 to $700^{\circ}C$ on the strain properties of high-strength concrete of 40, 60, 80MPa grade. In this study, the types of test were the stressed test and stressed residual test that the specimens are subjected to a 25% of ultimate compressive strength at room temperature and sustained during heating and when target temperature is reached, the specimens are loaded to failure. Or specimens are loaded to failure after 24hour cooling time. tests were conducted at various temperatures ($20{\sim}700^{\circ}C$) for concretes made with W/B ratios 46%, 32% and 25%. Test results showed that the relative values of elastic modulus decreased with increasing compressive strength grade of specimen and the axial strain at peak stress were influenced by the load before heating. thermal strain of concrete at high temperature was affected by the preload as well as the compressive strength.

• The Journal of Engineering Geology
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• v.19 no.1
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• pp.63-70
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• 2009

The optical fiber cable acting as a sensor was embedded in the underground research tunnel and portal area in order to monitor their stability and the spatial temperature variation. This system includes two types of sensing function to monitor the distributed strain and temperature along the line, where sensor cable is installed, not a point sensing. According to the results of one year monitoring around the KURT, there is no significant displacement or movement at the tunnel wall and portal slope. However, it would be able to aware of some phenomena as an advance notice at the tunnel wall which indicates the fracturing in rockmass and shotcrete fragmentation before rock falls accidently as well as movement of earth slope. The measurement resolution for rock mass displacement is 1 mm per 1 m and it covers 30 km length with every 1m interval in minimum. In temperature, the cable measures the range of $-160{\sim}600^{\circ}C$ with $0.01^{\circ}C$ resolution according to the cable types. This means that it would be applicable to monitoring system for the safe operation of various kinds of facilities having static and/or dynamic characteristics, such as chemical plant, pipeline, rail, huge building, long and slim structures, bridge, subway and marine vessel. etc.