• 제목/요약/키워드: Steel Mixing

검색결과 223건 처리시간 0.028초

시뮬레이션에 의한 벼의 누적혼합 상온통풍건조의 송풍기 및 가열기의 운영방법에 관한 연구 (Fan and Heater Management Schemes for Layer Filling and Mixing Drying of Rough Rice with Natural Air by Simulation)

  • 금동혁;한충수;박춘우
    • Journal of Biosystems Engineering
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    • 제23권3호
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    • pp.229-244
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    • 1998
  • This study was performed to determine proper fan and heater management schemes for natural air drying of rough rice in round steel bin with stirring device under Korean weather conditions. A computer simulation model was developed to predict moisture content changes, energy requirements, and drymatter losses during drying of rough rice by natural air. Drying test was conducted to validate the simulation model using round steel bin of holding capacity of 300ton at Rice Processing Complex in Jincheon. The bin was filled with rough rice every day and mixing by stirring device. Moisture contents, ambient air temperatures, relative humidities, static pressures in plenum chamber in the bin, airflow rates, and electrical and fuel energy were measured. Relative errors of moisture content changes predicted by the simulation model were below 5ft, and relative errors of final moisture content, final grain weight, required energy ranged from 0.9% to 6%. These not levels indicated that the simulation model can satisfactorily predict the performance factors of natural air drying system such as drying rates and energr consumptions comparing error level of 10% to 15% in other drying simulation models generally used in dryer desists. Twelve different fan and heater management schemes were evaluated using the computer simulation model based on three hourly weather data from Suweon for the period of 1952-1994. The best management schemes were selected comparing the drymatter losses, required drying times, required energy consumptions. Operating fan without heating only when ambient relative humidity was below 85% or 90% appeared to be the most effective method of In operation in favorable drying weather. Under adverse drying climates or to reduce required drying time, operating fan continuously, and heating air with $1.5^{\circ}C$ temperature rise only when ambient relative humidity was over 85% appeared to be the most suitable method.

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연소기 헤드용 스테인리스강의 저온 변형 거동 (Low-Temperature Deformation Behavior of a Stainless Steel for the Thrust Chamber Mixing Head)

  • 이금오;류철성;최환석
    • 한국항공우주학회지
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    • 제37권11호
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    • pp.1096-1103
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    • 2009
  • 연소기 헤드부는 극저온 유체인 액체산소가 고압으로 작동하고, 동시에 연소기의 추력으로 인한 하중을 받기 때문에, 극저온에서의 헤드의 구조 안정성 해석을 위한 재료의 변형 거동 예측은 매우 중요하다. 헤드부의 변형 거동을 예측하기 위해 재료의 저온에서의 인장 변형 거동을 묘사할 수 있는 구성 방정식을 Kocks의 전위 에너지 장벽 모델을 바탕으로 열적 요소와 비열적 요소의 결합으로 구성하였으며, 극저온에서 장애물들의 증가로 인한 응력의 열적 요소의 증가를 묘사하기 위해서, 장애물로 인해 발생하는 응력 요소를 Ramberg-Osgood 형태의 식으로 구성하였다. 본 모델은 극저온과 상온의 넓은 온도 영역에서 재료의 변형 거동을 잘 예측하였다.

강섬유를 혼입한 철근콘크리트 보의 전단기둥에 관한 실험적 연구 (An experimental Study on Shear Behavior of Reinforced Concrete Beams With Steel Fibrous)

  • 배주성;김경수;김재욱;최일
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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    • pp.557-560
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    • 1999
  • In civil engineering and construction field, recently the great enhancement of new material and building technique have been made by many studies and reports. These studies have attracted many countries, since 1980's those study on reinforcement with steel fiber have been done by America, Japan and the other countries. Designs and proposals on building method have been applied, several universities and laboratory centers in our country have been studied, but the study on field application is short. Also a part of study on the shear behavior of reinforced concrete beams with steel fiber has accomplished. but up to this time, reliable establishment is undone. Therefore, this study is performed the static loading test to analysis shear failure behavior in reinforced concrete beams with steel fiber. we have observed the limit load of shear force, primary bending crack load, primary diagonal crack load, evaluating relative of load and steel, crack increase and failure shape according to increase of load. Through the exam and the observation of output, we estimate the shear failure behavior of SFRC beams according to fiber mixing amount.

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벤토나이트 혼합율에 따른 제강 슬래그 및 슬러지의 투수 특성 변화 (Characteristics of Saturated Hydraulic Conductivity in Steel Making Slag and Sludge according to Mixing Rate of Bentonite)

  • 우원재
    • 한국환경복원기술학회지
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    • 제3권1호
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    • pp.52-61
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    • 2000
  • Permeability is important factor in the geotechnical problems, such as seepage discharge and dissipation of excess pore water pressure. The Kozeny-Carman equation works well for graded soils but serious discrepancies are found in clays. Major factor for these discrepancies is the tortuous flow path and unequal pore size. To estimate the permeability of fine grained soils, a permeability equation in which swelling potential is coupled with Kozeny-Carman equation is proposed in this study. To verify proposed equation, a series of variable head permeability test was carried out for steel making slag and sludge mixed with bentonite. The coefficients of permeability which is measured in the laboratory is compared with the values by the proposed equation. From the comparison, it is shown that the proposed equation can predict the coefficient of permeability of clays with satisfaction. As steel making slag and sludge is industry waste, it is reused as material of road foundation and cement but the rate of use is low. It mixed sodium-bentonite with high swelling property and permeability decrease effect. Then, Admixture investigates reuse possibility as liner of waste fill.

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강섬유 혼입 폴리머 시멘트 고강도 콘크리트 보의 전단거동 (Shear Behavior of Polymer Cement High Strength Concrete Beams Mixed with Steel Fiber)

  • 곽계환;박종건;곽경헌
    • 한국농공학회지
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    • 제44권1호
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    • pp.93-102
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    • 2002
  • Steel fiber and polymer are used widely for reinforcement material of RC structures because of its excellences of the durability, serviceability as well as mechanical properties. The purpose of this study is to investigate the shear behavior of polymer cement high strength concrete beams mixed with steel fiber. The compressive strength of concrete was based on the 100$\times$200 mm cylinder specimens. The compressive strength of concrete are 320$kgf/cm^2$, 436 $kgf/cm^2$ and 520 $kgf/cm^2$ in the 28 days. The static test was carried out to measure the ultimate load, the initial load of flexural and diagonal cracking, crack patterns and fracture modes. Also, load-strain and load-deflection examined. During the test cracks were sketched against the load values according to the growth of crack. result are as follows; (1) The failure modes of the specimens are increased in rigidity and durability with mixing steel fiber and polymer. (2) The load of initial crack was similar a theory of shear-crack strength. (3) The deflection and strain at failure load of Polymer-steel fiber high strength concrete beams were increased, improving the brittleness of the high strength concrete.

폴리머-강섬유를 혼입한 고강도 콘크리트보의 전단거동에 관한 실험적 연구 (An Experimental Study on Shear Behavior of Polymer-Steel Fibrous High Strength Concrete Beams)

  • 곽계환;조선정;김원태;조한용
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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    • pp.601-608
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    • 2000
  • Steel fiber and Polymer are used widely for the reinforcement material of RC structures because of its excellence of durability, serviceability as well as mechanical properties. Polymer-Steel fibrous high strength concrete beam's input ratio are 1.0%. The shear span-to-depth ratio are 1.5, 2.8 and 3.6, compressive strength of specimens 320kg/㎠, 436kgf/㎠ and 520kgf/㎠ in 28 days. The static test was carried out to measure the ultimate load, the initial load of flexural crack and of diagonal crack, from which crack patte군 and fracture modes are earned. Also, stress-strain, load-strain and load-deflection are examined during the test cracks(shear crack, flexural crack, and diagonal tension crack), when the load values are sketched according to the growth of crack. Result are as follows; (1) The failure modes of the specimens increase in rigidity and durability in accordance with the increase of mixing steel fiber and polymer. (2) The load of initial crack was the same as the theory of shear-crack strength (3) Polymer-Steel fibrous high strength concrete beams have increased the deflection and strain at failure load, improving the brittleness of the high strength concrete. (4) In this result of study, an additional study need to make a need formular because the study is different from ACI formular and Zsutty formular.

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철근 캐스터블 내화물의 고온특성에 관한 연구 (A Stydy on Steel Wire Fiber Reinforced Refractory Castable)

  • 박금철;최영섭;한문희;장영재;박근원
    • 한국세라믹학회지
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    • 제17권2호
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    • pp.69-74
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    • 1980
  • This study deals with the wire content, wire diameter, aspect ratio , it's arrangement of steel, wire fiber and the sorts of castable which affected the character of steel wire fiber reinformced refractory castable. Two kinds of alumina based refractory castables, one is for 1650℃ and the other is for 1800℃, and stainless steel which is SUS 304 type 0.25, 0.34 , 0.37 and 0.50m/min diameter were used respectively. Aspect ratio was adjusted to 50, 75, 100 and steel fiber content was also adjusted to 1-4wt% each. The results of the experiment were as follows : 1. At firing temperature around 1,000℃, MOR is increased with increasing wire content and aspect ratio with decreasing firing temperature, which depends on the Romualdi's Fiber Spacing Theory. But for calculation of the fiber spacing, Swamy equation is more a aplicable to the extensive fiber mixing conditions. However, the condition differs from the above at firing temperature around 1,350℃ ,because of the degradation of wire and the progress of sintering of castable. 2. Linear change is getting larger corresponding to the increase of wire content, and the spaling resistivity is increasing corresponding to the increase of wire content and to aspect ratio, and with decreasing wire diameter. 3. Firing shrinkage under load is getting greater as higher wire content, and the shrinkage of the test pieces which fiber is vertically oriented is getting greater than the test pieces which fiber is randomly oriented.

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Enhanced Corrosion Protection Performance by Novel Inhibitor-Loaded Hybrid Sol-Gel Coatings on Mild Steel in 3.5% NaCl Medium

  • Suleiman, Rami K.
    • Corrosion Science and Technology
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    • 제18권5호
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    • pp.168-174
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    • 2019
  • The sol-gel methodology has been applied successfully in the synthesis of a novel hybrid coating based on dimethoxymethyl-n-octadecylsilane precursor. The newly synthesized parent coating was functionalized further with two commercially-available corrosion-inhibitive pigments Moly-$white^{(R)}$ 101-ED and Hfucophos $Zapp^{(R)}$, applied to mild steel panels, and immersed continuously in 3.5% NaCl electrolytic solution for 288 h. The corrosion protection performance of the prepared functional coatings was evaluated using electrochemical impedance spectroscopy (EIS) and DC polarization techniques. An enhancement in the barrier properties has been revealed from the electrochemical characterization data of the hybrid films, in comparison with untreated mild steel substrates following long-term immersion in 3.5% NaCl. The corrosion resistance properties of the newly developed coatings over mild steel substrates found to be largely dependent on the type of the loaded inhibitive pigment in which the Moly-white inhibitor has a positive impact on the corrosion protection performance of the parent coating, while an opposite behavior was observed upon mixing the base polymeric matrix with the commercially-available Zapp corrosion inhibitor.

강섬유보강 모르타르 바름에 의한 콘크리트 조적 프리즘의 압축 및 사인장 강도 증진 효과 (Enhancement of Compressive and Shear Strength for Concrete Masonry Prisms with Steel Fiber-Reinforced Mortar Overlay)

  • 유지훈;명성진;박지훈
    • 한국지진공학회논문집
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    • 제25권1호
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    • pp.21-32
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    • 2021
  • Concrete masonry prisms are strengthened with steel fiber-reinforced mortar (SFRM) overlay and tested for compressive and diagonal tension strength. Masonry prisms are produced in poor condition considering standard workmanship for masonry buildings in Korea. Amorphous steel fibers are adopted for SFRM, and appropriate mixing ratios of SFRM are derived considering constructability and strength. Masonry prisms are strengthened with different fiber volume ratios, while numerous strengthened faces and additional reinforcing meshes are produced for compression and diagonal tension tests. Compression and diagonal tension strength are increased by up to 122% and 856%, respectively, and the enhancement effect for diagonal tension strength was superior compared to compression strength. Finally, the test results and strength prediction equations based on existing literature and regression analysis are compared.

NiCuZn Ferrite 분말제조에 있어서 Ball Mill 분쇄 공정 중에 혼입되는 불순물의 함량 (Impurity Pick-Up for the Preparation of NiCuZn Ferrite Powder Using Ball Milling Process)

  • 고재천;류병환
    • 한국자기학회지
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    • 제9권4호
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    • pp.217-222
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    • 1999
  • 공업적으로 세라믹공정에 많이 사용되고 있는 습식 볼밀링으로 NiCuZn ferrite 제조과정 중 혼입되는 불순물의 양을 조사 검토하였다. NiO, CuO, ZnO 및 Fe2O3의 화학조성을 변화시켜 25 vol%로 혼합하고 스테인레스 볼밀로 습식방법을 이용하여 18시간 분쇄한 후 건조시켜 $700^{\circ}C$ 3시간 하소하였다. 하소한 분말을 다시 상기와 같은 방법으로 65시간 스테인레스 볼밀로 최종 분쇄하여 저온소결용 NiCuZn ferrite(NCZF) 소재를 제조하였다. NCZF 연자성 소재를 만드는 동안 혼합 분쇄과정에서 혼입되는 불순물의 스테인레스 스틸의 양은 산화철 및 산화니켈의 함량에 많은 영향을 받았고, 하소 후의 분쇄과정에서 혼입되는 불순물의 양은 결정화된 정도에 따라 영향을 받았다. 전자기적 특성을 갖는 화학조성의 조절을 위하여, 출발원료의 함량에 따라 분쇄과정에서 혼입되는 스테인레스 스틸의 함량을 도출하는 형식을 유도하였다.

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