• 제목/요약/키워드: Rheological parameters

검색결과 198건 처리시간 0.025초

츄잉검의 저장중 물성변화 (Rheological Changes of Chewing Gum During Storage)

  • 이윤형;유명식;진홍승;변유량
    • 한국식품과학회지
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    • 제17권6호
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    • pp.460-468
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    • 1985
  • 츄잉검의 저장중 물성변화를 파악키 위해 성분 및 제조조건을 다르게 시료를 제조하여 저장중 수분함량의 변화, 기계적 물성 및 관능적 물성값을 측정하였다. 저장중 수분함량의 변화는 RH32, 43%의 낮은 상대습도에서는 물엿함량이 적을수록, 물엿의 DE가 낮을수록 탈습(脫濕) 심하게 일어났고, RH65, 85%에서는 반대로 물엿이 함량이 많을수록, DE가 높을수록 흡습(吸濕)이 심하였다. 전반적으로 기계적 물성값의 변화는 낮은 상대습도에서는 급격히 증가하였고, RH65%에서는 평형, RH85%에서는 약간 감소하였다. 이러한 변화는 수분함량의 변화 및 물엿의 DE값에 크게 영향을 받았으며 반면에 물엿의 함량, 제조조건 및 저장온도에 대한 영향은 크지 않았다. 수분함량과 각 기계적 물성값은 대수함수 관계로 나타낼 수 있었으며, 이들간에는 모두 0.1%의 유의 수준에서 상관관계가 있었다. 또한 관능적 물성과 기계적 물성간에는 모두 0.1% 유의수준에서 상관관계가 있었으며, 희귀식으로부터 각 물성의 최적값을 추정하였다.

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The crack propagation of fiber-reinforced self-compacting concrete containing micro-silica and nano-silica

  • Moosa Mazloom;Amirhosein Abna;Hossein Karimpour;Mohammad Akbari-Jamkarani
    • Advances in nano research
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    • 제15권6호
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    • pp.495-511
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    • 2023
  • In this research, the impact of micro-silica, nano-silica, and polypropylene fibers on the fracture energy of self-compacting concrete was thoroughly examined. Enhancing the fracture energy is very important to increase the crack propagation resistance. The study focused on evaluating the self-compacting properties of the concrete through various tests, including J-ring, V-funnel, slump flow, and T50 tests. Additionally, the mechanical properties of the concrete, such as compressive and tensile strengths, modulus of elasticity, and fracture parameters were investigated on hardened specimens after 28 days. The results demonstrated that the incorporation of micro-silica and nano-silica not only decreased the rheological aspects of self-compacting concrete but also significantly enhanced its mechanical properties, particularly the compressive strength. On the other hand, the inclusion of polypropylene fibers had a positive impact on fracture parameters, tensile strength, and flexural strength of the specimens. Utilizing the response surface method, the relationship between micro-silica, nano-silica, and fibers was established. The optimal combination for achieving the highest compressive strength was found to be 5% micro-silica, 0.75% nano-silica, and 0.1% fibers. Furthermore, for obtaining the best mixture with superior tensile strength, flexural strength, modulus of elasticity, and fracture energy, the ideal proportion was determined as 5% micro-silica, 0.75% nano-silica, and 0.15% fibers. Compared to the control mixture, the aforementioned parameters showed significant improvements of 26.3%, 30.3%, 34.3%, and 34.3%, respectively. In order to accurately model the tensile cracking of concrete, the authors used softening curves derived from an inverse algorithm proposed by them. This method allowed for a precise and detailed analysis of the concrete under tensile stress. This study explores the effects of micro-silica, nano-silica, and polypropylene fibers on self-compacting concrete and shows their influences on the fracture energy and various mechanical properties of the concrete. The results offer valuable insights for optimizing the concrete mix to achieve desired strength and performance characteristics.

이축압출성형기로 인산전분 제조시 Process Parameters에 따른 제품의 특성 (Product Characteristics as Factors of Process Parameters in Starch Phosphates Preparation by Twin-screw Extruder)

  • 김종태;김동철;김철진;김해성
    • 한국식품과학회지
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    • 제23권2호
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    • pp.235-240
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    • 1991
  • Twin-screw extruder를 사용하여 인산제분 제조실험을 실시하였다. 옥수수 전분에 sodiumtripolyphosphate(STPP) 수용액을 분무하여 전분건물에 STPP 함량이 2%가 되도록 혼합하고, 원료투입속도 20 kg/hr 및 extrusion 온도 $130^{\circ}C$의 조건하에서 추가가수하여 조절한 process parameters 중 원료수분함량(23,25,30,35%) 및 스크류 회전속도(200,250,300,350 rpm)변화에 따라 압출되면서 측정한 system parameters(기계적 소모에너지, 압출물의 수분함량)와 압출된 인산전분의 특성인 target parameters(치환도, 호화도 및 분산액의 점도 및 겔 특성)와의 관계를 반응표면 분석하여 인산전분 제조공정을 검토하였다. 이 때 치환도는 수분함량이 클 수록 증가 하였고 스크류 회전속도 250rpm에서 최고의 값을 나타내었다. 호화도는 수분함량이 감소하고 스크류 회전속도가 증가할 수록 높았다. 주사전자현미경에 의한 전분입자의 미세구조는 입자의 붕괴가 크게 일어났으며 결과적으로 고유점도가 감소되었으나 용해도는 증가하였다. 또한, 겔의 노화속도는 치환도가 크고 점도가 낮을수록 지연되는 결과를 보였다.

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낭상 뇌동맥류 혈류유동에서 비뉴우토니안 유체 모델의 영향 (EFFEECTS OF NON-NEWTONIAN FLUID MODEL ON HEMODYNAMICS IN CEREBRAL SACCULAR ANEURYSMS)

  • 박진석;이상욱
    • 한국전산유체공학회지
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    • 제16권2호
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    • pp.81-87
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    • 2011
  • The importance of shear thinning non-Newtonian blood rheology on the hemodynamic characteristics of idealized cerebral saccular aneurysms were investigated by carrying out CFD simulations assuming two different non-Newtonian rheology models (Carreau and Ballyk models). To explore effects of vessel curvature, a straight and a curved vessel geometry were considered. The wall shear stress(WSS), relative residence time(RRT) and velocity distribution were compared at the different phases of cardiac cycle. As expected, blood entered the aneurysm at the distal neck and created large vortex in both aneurysms, but with higher momentum on the curved vessel. Hemodynamic characteristics such as WSS, and RRT exhibited only minor effects by choice of different rheological models although Ballyk model produced relatively higher effects. We conclude that the assumption of Newtonian fluid is reasonable for studies aimed at quantifying the hemodynamic characteristics, in particular, WSS-based parameters, considering the current accuracy level of medical image of cerebral aneurysm.

Pressure analysis in grouting and water pressure test to achieving optimal pressure

  • Amnieh, Hassan Bakhshandeh;Masoudi, Majid;Kolahchi, Reza
    • Geomechanics and Engineering
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    • 제13권4호
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    • pp.685-699
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    • 2017
  • In order to determine the rate of penetrability, water pressure test is used before the grouting. One of the parameters which have the highest effect is pressure. Mathematical modeling is used for the first time in this study to determine the optimum pressure. Thus, the joints that exist in the rock mass are simulated using cylindrical shell model. The joint surroundings are also modeled through Pasternak environment. In order to validate the modeling, pressure values obtained by the model were used in the sites of Seymareh and Aghbolagh dams and the relative error rates were measured considering the differences between calculated and actual pressures recorded in these operations. In water pressure test, in Seymareh dam, the error values were equal to 4.75, 3.93, 4.8 percent and in the Aghbolagh dam, were 22.43, 5.22, 2.6 percent and in grouting operation in Seymareh dam were equal to 9.09, 32.50, 21.98, 5.57, 29.61 percent and in the Aghbolagh dam were 2.96, 5.40, 4.32 percent. Due to differences in rheological properties of water and grout and based on the overall results, modeling in water pressure test is more accurate than grouting and this error in water pressure test is 7.28 percent and in grouting is 13.92 percent.

Semi-active control of seismic response of a building using MR fluid-based tuned mass damper

  • Esteki, Kambiz;Bagchi, Ashutosh;Sedaghati, Ramin
    • Smart Structures and Systems
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    • 제16권5호
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    • pp.807-833
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    • 2015
  • While tuned mass dampers are found to be effective in suppressing vibration in a tall building, integrating it with a semi-active control system enables it to perform more efficiently. In this paper a forty-story tall steel-frame building designed according to the Canadian standard, has been studied with and without semi-active and passive tuned mass dampers. The building is assumed to be located in the Vancouver, Canada. A magneto-rheological fluid based semi-active tuned mass damper has been optimally designed to suppress the vibration of the structure against seismic excitation, and an appropriate control procedure has been implemented to optimize the building's semi-active tuned mass system to reduce the seismic response. Furthermore, the control system parameters have been adjusted to yield the maximum reduction in the structural displacements at different floor levels. The response of the structure has been studied with a variety of ground motions with low, medium and high frequency contents to investigate the performance of the semi-active tuned mass damper in comparison to that of a passive tuned mass damper. It has been shown that the semi-active control system modifies structural response more effectively than the classic passive tuned mass damper in both mitigation of maximum displacement and reduction of the settling time of the building.

The Role of Ca Equilibrium on the Functional Properties of Cheese: A Review

  • Lee, Mee-Ryung;Lee, Won-Jae
    • 한국축산식품학회지
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    • 제29권5호
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    • pp.545-549
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    • 2009
  • The functional properties of cheese, such as texture and melt, are known to be controlled by several important parameters. Recently, the characteristics of Ca in cheeses, especially the form of Ca (insoluble (INSOL) or soluble) and the shift in Ca equilibrium (i.e., from INSOL to soluble Ca), during aging has received a lot of attention. The INSOL form of Ca, which is present as a structural form in casein, plays a critical role in determining the functional properties of cheese during the early period of ripening (~1 mon). It seems that there is always a reduction of INSOL Ca content in cheese during ripening and there are also factors that can affect the shift in Ca equilibrium. These factors may include the composition of cheese milk, cheese manufacturing pH, acid development during aging, adopting curd-washing in various methods, pre-acidification of milk, etc. There have been many studies showing that the rheological and melting properties of cheese during ripening were significantly (p<0.05) affected by the shift in Ca equilibrium. Therefore, for cheese makers, it is now possible to predict/manage the functional properties of cheese by monitoring and controlling Ca equilibrium in cheese during aging.

Hydration and time-dependent rheology changes of cement paste containing ground fly ash

  • Chen, Wei;Huang, Hao
    • Computers and Concrete
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    • 제11권1호
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    • pp.39-49
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    • 2013
  • The use of ground fly ash in concrete can increase the risk of slump loss due to the drastic surface change of the particles after the grinding treatment and the accelerated reaction compared to the untreated ash. This study is aimed at the early age hydration and time-dependent rheology changes of cement paste containing ground fly ash. An original fly ash is ground into different fineness and the hydration of cement paste containing the ground fly ash is monitored with the ultrasound propagation method. The zeta potentials of the solid particles are measured and the changes of rheological parameters of the cement pastes with time are analyzed with a rheometer. A particle packing model is used to probe packing of the solid particles. The results show that the early age hydration of the paste is strongly promoted by replacing Portland cement with fly ash up to 30 percent (by mass), causing increase of the yield stress of the paste. The viscosity of a paste containing ground fly ash is lower than that containing the untreated ash, which is explained by the denser packing of the solid particles.

ER 유체의 온도상승에 의한 ER 클러치의 성능변화 예측 (Estimation of Performance Variation of ER Clutch due to Temperature Increase of ER Fluid)

  • 이규한;심현해;김창호;임윤철
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 1997년도 제25회 춘계학술대회
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    • pp.151-166
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    • 1997
  • ER clutch is a device using ER fluid, so called "intelligent material" and is a controlled system with electric field strength. Current problem of this device is that the temperature of ER fluid increases when ER clutch is operating and affects the performance of ER clutch. This study was undertaken to estimate this performance variation due to temperature increase of ER fluid. Analytic power transmission relationships and the temperature increase model using the rheological model of ER fluid were developed and the dynamic model of proposed ER clutch system was constructed, also. With this relationships, effects of changing geometric, kinetic parameters of ER clutch and ER fluid properties were described and performance variations due to temperature increases of ER fluid were estimated. In conclusion, compared with neglecting temperature increase effects, a performance of ER clutch was very differential. Therefore, to achieve uniform performance of ER clutch, we have to improve thermal stability of ER fluid with a view point of material development and design carefully ER clutch considering temperature increase effects with a view point of mechanical design skill.ign skill.

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MR유체를 이용한 유량제어 밸브 (Development of Flow Control Valve Using MR Fluid)

  • 이형돈;배형섭;이육형;박명관
    • 제어로봇시스템학회논문지
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    • 제17권9호
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    • pp.888-891
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    • 2011
  • This paper presents development of flow control valve using MR fluid. Generally, since the apparent viscosity of MR fluids is adjusted by applying magnetic fields, the MR valves can control high level fluid power without any mechanical moving parts. In this paper, flow control valve using MR fluid on the behavior of the magnetic field influence on the numerical analysis of more accurate electromagnetic parameters were obtained, even if when magnetic field apply inside of surrounding MR fluid from electromagnet, more realistic designing way analysis of characteristic of whole magnetic field distribution is suggested by surrounding magnetic material. Also, comparison of flow rate inlet and outlet, behavior of MR fluid in experiments proposed. A new type of flow control valve using MR fluid is proposed by analysis of behavior of MR fluid in experiments.