• Title/Summary/Keyword: CFM

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Antioxidative and Antimicrobial Activities of Monascus pilosus(Corn Silage Mold) Mycelial Extract and Its Culture Filtrate (Monascus pilosus 균사체 및 배양여액의 항산화 및 항균활성)

  • Kim, Jae-Won;Lee, Sang-Il;Kim, Sung-Hwan;Lee, Ye-Kyung;Kim, Soon-Dong
    • Food Science and Preservation
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    • v.17 no.5
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    • pp.741-751
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    • 2010
  • We evaluated the nutritional value of a Monascus pilosus mycelial ethanolic extract (MEM) and culture filtrate (CFM) by determining the contents of monacolin K and citrinin, and by measuring antioxidant and antimicrobial activities. The yields of freeze-dried MEM and CFM powder were 4.02% and 3.35% of wet weight, respectively. Pigment content ($OD_{500}$ value) of MEM (0.79) and CFM (0.63) were lower than those of commercial rice beni-koji ethanolic extracts (EERB) (0.87), but were in good agreement with the L*, a*, and b* values and the hue angles of the products. The total monacolin K content of MEM (24.91 mg%) was higher than those of CFM (1.27 mg%) and EERB (14.65 mg%). However, the active monacolin K content of EERB (5.48 mg%) was higher than those of MEM (3.35 mg%) and CFM (0.4 mg%). Citrinin was not detected in any sample. The total polyphenol content of MEM (4.68%, w/w) was similar to that of CFM (4.29%, w/w), thus 13.75.20.94% higher than that of EERB. The total flavonoid content of EERB was 6.8.7.0-fold higher than those of MEM (0.64%, w/w) and CFM (0.66%, w/w). The total antioxidant capacity of CFM (3.51%, w/w) was 1.62.2.08-fold higher than those of MEM (2.74%, w/w) and EERB (1.69%, w/w). The electron-donating capacities of 1% (w/v) solutions of CFM, MEM, BHT, and EERB were 86.20%, 77.25%, 77.25%, and 44.82%, respectively, and the corresponding reducing powers ($OD_{700}$ values) were 2.1, 2.4, 1.1, and 1.6, respectively. SOD(superoxide dismutase)-like activities were in the order MEM (39.85%) > BHT (37.68%) > EERB (26.70%) > CFM (21.5%). Although the TBARS (% value) of MEM was a little lower than that of BHT, it was higher than those of CFM and EERB. The antibacterial activities of CFM acting on Bacillus brevis and Escherichia coli were somewhat higher than those of MEM, whereas the activities of MEM on Bacillus subtilis, Listeria monocytogenes, Staphylococcus aureus, Staphylococcus epidermidis, and Salmonella enteritidis were higher than those of CFM. However, the antibacterial activities of MEM and CFM were less than those of EERB and BHT. In conclusion, although further studies are needed, we offer experimental evidence that the by-products of M. pilosus MEM and CFM contain significant antioxidant and antimicrobial activities that may be useful in the development of healthy foods.

Effects of Cement Fineness Modulus (CFM) on the Fundamental Properties of Concrete (시멘트 입도계수(CFM)가 콘크리트의 기초적 특성에 미치는 영향)

  • Noh, Sang-Kyun;Han, Cheon-Goo
    • Journal of the Korea Institute of Building Construction
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    • v.12 no.3
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    • pp.284-290
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    • 2012
  • Cement Fineness Modulus (CFM) is a method of expressing the distribution of particle sizes of cement in numeric form. If CFM is controlled through crush process of cement without modifying the chemical components or mineral composition of cement, it is judged to be able to produce a cement satisfying various requirements because it is estimated to enable various approaches to cement such as high early strength, moderate heat, low heat cement and so on. Therefore, in this study, as basic research for manufacturing special cement utilizing the controls of CFM, the intention was to review the impacts of CFM on the fundamental properties of concrete. To summarize the result, as mixture characteristics of fresh concrete, ratio of small aggregate and unit quantity were gradually increased, securing greater fluidity, with an increase in CFM, while the amount of AE and SP were reduced gradually. In addition, setting time was delayed as CFM increased. Furthermore, compression strength was relatively high during initial aging as CFM became smaller, but as time passed, compression strength became smaller, and it showed the same level of strength as aging time passed about three years.

Flexural Strengthening of Reinforced Concrete Beams Using Carbon Fiber Mesh (탄소섬유 메쉬를 사용한 철근콘크리트 보의 휨보강)

  • Seo, Soo-Yeon;Yun, Hyun-Do;Choi, Chang-Sik;Choi, Ki-Bong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.2
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    • pp.181-190
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    • 2005
  • The objective of this work is to study the flexural strengthening effectiveness of Carbon Fiber Mesh (CFM) in reinforced concrete beams. Flexural strengthening for a simply supported reinforced concrete (RC) beam using CFM is developed by bonding CFM to the soffit of the beam. In this experimental program, five medium-sized reinforced concrete beams strengthened with CFM are tested in bending to evaluate reinforcing effects of the CFM. The beams are designed to have high shear capacity so that expected dominant failure mode of specimens is bending. The reinforcing effect of CFM is small at crack initiation, but is considerable in flexural rigidity of the beam after crack initiation. In comparing the behaviors of strengthened and virgin beams each other, it is shown that the strength of RC beams can be enhanced by attaching CFM. A fairly good agreement between the measured values and the calculated ones is obtained at both the cracking strength and yield strength of the strengthened beams.

Structural Behavior of Reinforced Concrete Beam Strengthened in Shear by Carbon Fiber Mesh and Mortar (탄소섬유메쉬와 모르터로 전단 보강된 RC보의 거동에 관한 연구)

  • Seo, Soo-Yeon;Yoon, Seung-Joe;Lee, Woo-Jin;Lee, Jong-Kyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.8 no.2
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    • pp.205-211
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    • 2004
  • The purpose of this study is to investigate shear strengthening effects and behaviour of RC beams strengthened in shear by Carbon Fiber Mesh(CFM) and mortar for fixing CFM to concrete. Test parameters in experiment are shear span-to-depth ratio, layout of CFM and number of clip. From the test, it was shown that the governing failure patten was the bond failure between cover mortar and RC beam initiated at about 60% of maximum strength. And the strength of CFM was developed up to 19.6% of it's maximum tensile strength when the specimen reached to failure. The most effective enhancement using CFM and mortar were to attach CFM diagonally to concrete in a/d of 1.0 and increase the number of cilps in a/d of 1.5, respectively.

Application of Seasonal AERI Reference Spectrum for the Improvement of Cloud data Filtering Method (계절별 AERI 기준 스펙트럼 적용을 통한 구름에 영향을 받은 스펙트럼 자료 제거방법 개선)

  • Cho, Joon-Sik;Goo, Tae-Young;Shin, Jinho
    • Korean Journal of Remote Sensing
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    • v.31 no.5
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    • pp.409-419
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    • 2015
  • The Atmospheric Emitted Radiance Interferometer (AERI) which is the Fourier Transform InfraRed (FTIR) spectrometer has been operated by the National Institute of Meteorological Research (NIMR) in Anmyeon island, South Korea since June 2010. The ground-based AERI with similar hyper-spectral infrared sensor to satellite could be an alternative way to validate satellite-based remote sensing. In this regard, the NIMR has focused on the improvement of Cloud data Filtering Method (CFM) which employed only one reference spectrum of clear sky in winter season. This study suggests Seasonal-Cloud data Filtering Method (S-CFM) which applied seasonal AERI reference spectra. For the comparison of applied S-CFM and CFM, the methane retrievals (surface volume mixing ratio) from AERI spectra are used. The quality of AERI methane retrieval applied S-CFM was significantly more improved than that of CFM. The positive result of S-CFM is similar pattern with the seasonal variation of methane from ground-based in-situ measurement, even if the summer season's methane is retrieved over-estimation. In addition, the comparison of vertical total column of methane from AERI and GOSAT shows good result except for the summer season.

An Experimental Study on the Bond Failure Behavior between Parent Concrete and CFM (콘크리트와 탄소섬유메쉬의 부착파괴 거동에 관한 실험적 연구)

  • 오재혁;성수용;한병찬;윤현도;서수연;김태용
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.965-970
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    • 2002
  • The strengthening of concrete structures in situ with externally bonded carbon fiber is increasingly being used for repair and rehabilitation of existing structures. Carbon fiber is attractive for this application due to its good tensile strength, resistances to corrosion, and low weight. Generally bond strength and behavior between concrete and carbon fiber mesh(CFM) is very important, because of the enhanced bond of CFM. Therefore if bond strength is sufficient, it will be expected to enhance reinforcement effect. If insufficient, reinforcement effect can not be enhanced because of bond failure between concrete and CFM. This study is to investigate the bond strength of CFM to the concrete using direct pull-out test and tensile-shear test. The key variables of the experiment are the location of clip, number of clips and thickness of cover mortar. The general results indicate that the clip anchorage technique for increasing bond strength with CFM appear to be effective to maintain the good post-failure behavior.

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Simplified sequential construction analysis of buildings with the new proposed method

  • Afshari, Mohammad Jalilzadeh;Kheyroddin, Ali;Gholhaki, Majid
    • Structural Engineering and Mechanics
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    • v.63 no.1
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    • pp.77-88
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    • 2017
  • Correction Factor Method (CFM) is one of the earliest methods for simulating the actual behavior of structure according to construction sequences and practical implementation steps of the construction process which corrects the results of the conventional analysis just by the application of correction factors. The most important advantages of CFM are the simplicity and time-efficiency of the computations in estimating the final modified forces of the beams. However, considerable inaccuracy in evaluating the internal forces of the other structural members obtained by the moment equilibrium equation in the connection joints is the biggest disadvantage of the method. This paper proposes a novel method to eliminate the aforementioned defect of CFM by using the column shortening correction factors of the CFM to modify the axial stiffness of columns. In this method, the effects of construction sequences are considered by performing a single step analysis which is more time-efficient when compared to the staged analysis especially in tall buildings with higher number of elements. In order to validate the proposed method, three structures with different properties are chosen and their behaviors are investigated by application of all four methods of: conventional one-step analysis, sequential construction analysis (SCA), CFM, and currently proposed method.

A Case Study of Quality Improvement practice in Cooling Fan Motor Manufacturing (냉각팬 모터 제조공정의 품질개선에 관한 사례연구)

  • Jeoung, Ji-Yong;Bae, Young-Ju
    • Journal of the Korea Safety Management & Science
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    • v.15 no.4
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    • pp.279-288
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    • 2013
  • The purpose of this study is to present a case study of six sigma quality improvement practice in cooling fan motor(CFM) manufacturing processes. In this study, the CFM manufacturing process of automobile parts not relevant to the target process rate of the process point of view, in order to reduce the system to solve the problem of localized resolution procedures of six sigma DMAIC methodology was applied to study. In conclusion, this study's field D in order to improve the initial rate of inadequate quality management best practices by applying the method of Six Sigma quality CFM failure through stabilization schemes were proposed cost reduction.To be CFM product to satisfy customers based on continuous monitoring of the effective field of claims quality management system is required.

Bond Behavior between Parent Concrete and Carbon Fiber Mesh (탄소섬유메쉬와 콘크리트의 부착거동)

  • Yun, Hyun-Do;Sung, Soo-Yong;Oh, Jae-Hyuk;Seo, Soo-Yeon;Kim, Tae-Yong
    • Journal of the Korea Concrete Institute
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    • v.15 no.6
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    • pp.769-777
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    • 2003
  • The strengthening of concrete structures in situ with externally bonded carbon fiber is increasingly being used for repair and rehabilitation of existing structures. Because carbon fiber is attractive for this application due to its good tensile strength, resistances to corrosion, and low weight. Generally bond strength and behavior between concrete and carbon fiber mesh(CFM) is very important, because of enhancing bond of CFM. Therefore if bond strength is sufficient, it will be expect to enhance reinforcement effect. Unless sufficient, expect not to enhance reinforcement effect, because of occuring bond failure between concrete and CFM. In this study, the bond strength and load-displacement response of CFM to the concrete by the direct pull-out test(the tensile-shear test method) were investigated using the experiment and the finite element method analysis with ABAQUS. The key variables of the experiment are the location of clip, number of clips and thickness of cover mortar. The general results indicate that the clip anchorage technique for increasing bond strength with CFM appear to be effective to maintain the good post-failure behavior.

Quality Characteristics of Cholesterol Free UHT Pasteurized Milk (Cholesterol Free 우유의 품질특성)

  • Jeon, Jeong-Ki
    • Journal of the Korean Society of Food Science and Nutrition
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    • v.34 no.4
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    • pp.524-528
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    • 2005
  • The purpose of this study is to investigate the quality characteristic of cholesterol free milk helping the reduction of serum cholesterol. Cholesterol free milk stored at $10\pm1^{\circ}C$ was evaluated with general analysis, stability, cholesterol, microorganism, aflatoxin $M_1$, antibiotic, antibacterial agent, color, and sensory evaluation. Animal fat contents were significant (p<0.05), but normal values. Quality characteristics of alcohol test, freezing point, and somatic cell count were general milk data with stability. Cholesterol content, microorganism, and aflatoxin MI were not detected. Also antibiotic and antibacterial agent residues were not detected by Parallux, Charm II, TTC II, and Eclipse method. Color of CFM1 was significant, while CFM2 was similar with conventional milk. Compared to control milk made by conventional way, QDA scores of color and mouthfeel in CFM1 were significantly different, whereas CFM2 did not show any significant. These Quality characteristic results suggested that health-oriented cholesterol free milk would be made by food additive.