• 제목/요약/키워드: freeze-thawing effect

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Effect of Repeated Freeze-Thaw Cycles on Beef Quality and Safety

  • Rahman, Mohammad Hafizur;Hossain, Mohammad Mujaffar;Rahman, Syed Mohammad Ehsanur;Hashem, Mohammad Abul;Oh, Deog-Hwan
    • 한국축산식품학회지
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    • 제34권4호
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    • pp.482-495
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    • 2014
  • The objectives of this study were to know the effect of repeated freeze-thaw cycles of beef on the sensory, physicochemical quality and microbiological assessment. The effects of three successive freeze-thaw cycles on beef forelimb were investigated comparing with unfrozen fresh beef for 75 d by keeping at $-20{\pm}1^{\circ}C$. The freeze-thaw cycles were subjected to three thawing methods and carried out to know the best one. As the number of freeze-thaw cycles increased color and odor declined significantly before cook within the cycles and tenderness, overall acceptability also declined among the cycles after cook by thawing methods. The thawing loss increased and dripping loss decreased significantly (p<0.05). Water holding capacity (WHC) increased (p<0.05) until two cycles and then decreased. Cooking loss increased in cycle 1 and 3, but decreased in cycle 2. pH decreased significantly (p<0.05) among the cycles. Moreover, drip loss, cooking loss and WHC were affected (p<0.05) by thawing methods within the cycles. 2-Thiobarbituric acid (TBARS) value increased (p<0.05) gradually within the cycles and among the cycles by thawing methods. Total viable bacteria, total coliform and total yeast-mould count decreased significantly (p<0.05) within and among the cycles in comparison to the initial count in repeated freeze-thaw cycles. As a result, repeated freeze-thaw cycles affected the sensory, physicochemical and microbiological quality of beef, causing the deterioration of beef quality, but improved the microbiological quality. Although repeated freeze-thaw cycles did not affect much on beef quality and safety but it may be concluded that repeated freeze and thaw should be minimized in terms of beef color for commercial value and WHC and tenderness/juiciness for eating quality.

정제유지류 및 팽창성 인공 기포 조합이 고로슬래그 다량치환 콘크리트의 내구성 및 미시적 특성에 미치는 영향 (Effect of Emulsified Refine Cooking Oil and Expandable Microsphere on Durability of High-Volume Blast Furnace Slag Concrete)

  • 한민철;한동엽;이명호
    • 한국건축시공학회지
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    • 제15권2호
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    • pp.201-207
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    • 2015
  • 본 연구에서는 고로슬래그 다량치환 콘크리트의 탄산화 저항성 및 내동해성 향상을 위하여 팽창성 인공 기포인 Expancel과 ERCO를 조합 사용하고 그에 따른 일련의 실험을 진행하고자 한다. 연구결과에 따르면 ERCO 치환에 따라 비누화반응에 의한 모세관공극 충전효과로 탄산화 저항성이 향상되었으며, 이 때 문제점으로 지적된 내동해성 저하현상을 개선하기 위하여 Expancel을 사용하였는데, Expancel 치환율이 증가함에 따라 내동해성이 대폭 개선되는 것으로 나타났다. 이는 Expancel이 외부압력에 의해 선택적으로 체적축소현상과 기포간격계수의 감소에 기인한 결과로 판단된다.

혼합재를 사용한 시멘트경화체의 동결융해 저항성 (Freezing and Thawing Resistance of Hardened Cement Paste Containing Blending Materials)

  • 이양수;김정환;최상흘;한기성
    • 한국세라믹학회지
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    • 제27권3호
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    • pp.437-443
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    • 1990
  • The resistivity of cement paste and mortar for freezing and thawing was investigated for densifying the structure of cement paste and mortor, slag, diatomaceous earth and fly ash as blending materials and superplasticizer were used, and air entraining agent was added to absorb the volume expansion by freezing and thawing reaction. And then the specimens were subjected to freeze-thaw in water. When both of air entraining agent and superplasticizer as additives were mixed to specimens, their freeze-thaw resistance was enhanced by the air entraining effect and the water reduction effect. When 4% of slag were added to cement, freeze-thaw resistance was especially excellent. In addition, it was found that the specimens with blending materials were more influenced by curing periods than those without admixture. It is assumed that the curing periods contribute to exibit the potential hydraulicity and pozzolanic reactivity of blending materials and to densify their texture.

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Effect of Freezing and Thawing on the Histology and Ultrastructure of Buffalo Muscle

  • Sen, A.R.;Sharma, N.
    • Asian-Australasian Journal of Animal Sciences
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    • 제17권9호
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    • pp.1291-1295
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    • 2004
  • Histology and transmission electron microscopy studies were carried out on buffalo muscles that were subjected to repeated freeze-thaw cycles at -10 and $-18^{\circ}C$. In the first freeze thaw cycle ($-10^{\circ}C$) structures of muscle showed slight change and closely resembled to those of normal muscle. There were frequent gaps in the half way across the fibres and some cracks in individual fibre were also noticed in second freeze thaw cycle. In the muscle frozen at $-18^{\circ}C$, more pronounced shrinkage with extensive damage of fibres with tearing was observed. The interfibrillar gaps were wider, shrinkage and tearing of the fibres were more distinct after second freeze-thaw cycle. After the second cycle, the interior portion showed large scale degradation of the ultrastructure. Our studies of buffalo muscle showed that under the proper condition, little structural damage takes place in the meat histology and ultrastructure under repeated freeze-thaw conditions. This study adds continued weight to the evidence that limited freeze-thaw cycles will not deteriorate the quality of meat.

시멘트 경화체의 동결융저항성에 미치는 Polymer의 영향 (Effect of Polymers on the Freezing and Thawing Resistance of Hardened Cement Mortar)

  • 이선우;김정환;최상흘;한기성
    • 한국세라믹학회지
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    • 제28권7호
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    • pp.509-516
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    • 1991
  • The effect of various polymers on the freeze-thaw resistance of hardened cement mortar was investigated. For this study, styrene butadiene rubber (SBR), ethylene vinyl acetate (EVA), polyvinyl alcohol (PVA) were used to prepare cement mortar specimen, and then freeze-thaw experiment was carried out. By adding SBR adn EVA to the specimen, the freeze-thaw resistance of specimens was improved, but when PVA was added to the specimen, its freeze-thaw resistance was lowered. Particularly, the specimens which were added 5, 10% of SBR and 5% of EVA showed excellent freeze-thaw resistance in the salt environment.

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Influence of freeze-thawed cycles on pork quality

  • Tippala, Tiprawee;Koomkrong, Nunyarat;Kayan, Autchara
    • Animal Bioscience
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    • 제34권8호
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    • pp.1375-1381
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    • 2021
  • Objective: This study was conducted to determine the effect of freeze-thawed cycles (Fresh meat, F-T 1 cycle and F-T 2 cycles) on the quality characteristics of porcine longissimus dorsi muscle. Methods: A total of 20 three-crossbred pigs (Duroc×[Large White×Landrace]) were randomly obtained from a commercial slaughterhouse in Thailand. Muscle samples were immediately taken from 10 to 11th of the longissimus dorsi for histochemical analysis. The muscles were cut into 2.54 cm-thick chops. A minimum of 20 chops were used for each treatment (fresh meat, freeze-thawed 1 and 2 cycles). Individually chops were packaged in polyethylene bags and frozen at -20℃ for 6 months followed by thawing in refrigerator at 4℃ for 24 h (the 1st freeze-thawed cycle). The freeze-thawed procedure was repeated for two cycles (the 2nd freeze-thawed cycle). Thawing loss, shear force value, citrate synthase activity and muscle fiber characteristics were determined on the muscles. Results: Results showed that increasing of freeze-thawed cycle increased the thawing loss (p<0.01) and citrate synthase activity (p<0.001). Shear force value of fresh meat was higher than freeze-thawed 1 and 2 cycles (F-T 1 cycle and F-T 2 cycles). Freeze-thawed cycles affected muscle characteristics. Muscle fiber area and muscle fiber diameter decreased with an increasing number of freeze-thawed cycles (p<0.001), while the thickness of endomysium and perimysium were increased (p<0.001). Conclusion: Repeated freeze-thawed cycles degraded muscle fiber structure and deteriorated pork quality.

해양콘크리트의 연행공기량이 동결융해 저항성 및 염화물 확산특성에 미치는 영향에 관한 연구 (A Study on the Effect of Entrained Air Contents of Marine Concrete on the Properties of Freeze-Thawing Resistance and Chloride Migration)

  • 박상준;유재강;신홍철;김영진;박형근;임현칠
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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    • pp.483-486
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    • 2005
  • This study investigates the effect of air contents on concrete properties, compressive strength, chloride migration coefficient and freeze-thaw resistance. Chloride migration and freeze-thawing test conducted in accordance with NT-BUILD 492 and pr-EN 12390-9, respectively. As a result, compressive strength reduced with air contents increase, but chloride migration coefficient more influenced by the water-binder ratios than air contents. Air contents of hardened concrete measured half times that of fresh concrete after mixing. Also, concrete scaling decreased with air contents increased.

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염분환경하 콘크리트 경화체의 내구성에 미치는 혼합재의 영향 II. 콘크리트의 동결융해저항성 (Effect of Blending Materials on the Durability of Concrete II. Freezing and Thawing Resistance of Concrete)

  • 정재동;김원기;정용;한기성;최상흘
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1991년도 가을 학술발표회 논문집
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    • pp.34-39
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    • 1991
  • It is well-known that concretes under sea water environment show remarkably degrading phenomena physically by repeatable freeze-thawing action and chemically by penetration of soluted ions in sea water. In this study the influences of type of blending materials, their dosage and W/C ratio on freeze-thawing resistances of hardened cement concrete using foy ash, ground blast furnace slag, silica fume, EVA and SBR under sea-water environment were investigated.

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The effects of different cement dosages, slumps and pumice aggregate ratios on the freezing and thawing of concrete

  • Turkmen, Ibrahim;Demirboga, Ramazan;Gul, Rustem
    • Computers and Concrete
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    • 제3권2_3호
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    • pp.163-175
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    • 2006
  • This research was conducted to determine effect of pumice aggregate ratio, cement dosage and slumps on freeze-thaw resistance, density, water absorption and elasticity of concrete. In the first batch, $300kg/m^3$ cement dosage were kept constant and pumice ratios were changed as 25%, 50%, 75% and 100% of replacement for normal aggregate by volume for $3{\pm}1cm$, $5{\pm}1cm$ and $7{\pm}1cm$ slumps. Other batches were prepared with $200kg/m^3$, $250kg/m^3$, $350kg/m^3$, $400kg/m^3$ and $500kg/m^3$ cement dosages and 25% pumice aggregate +75% normal aggregate at a constant slump. Test results showed that when pumice-aggregate ratio decreased the density and freeze-thaw resistance of concretes increased. With increasing of cement dosage in the mixtures, density of the concretes increased, however, freeze-thaw resistance of concretes decreased. Water absorption of the concrete decreased with increasing cement dosage but increased with the pumice ratio. Water absorption of the concrete also decreased after freeze-thaw cycles. Freeze-thaw resistance of concretes was decreased with increasing the slumps.

CFRP 쉬트로 전단보강후 동결융해에 노출된 철근콘크리트 보의 보강성능 (Strengthening Performance of RC Beams Exposed to Freezing and Thawing Cycles after Strengthening in Shear with CFRP Sheet)

  • 윤현도;김선우;김윤수;이민정;서수연;최기봉
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.161-164
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    • 2008
  • 구조물은 사용연한 경과에 따른 노후화 및 용도 변경 등에 의한 보수.보강시 널리 행해지는 부착공법 중 탄소섬유, 아라미드섬유, 유리섬유 등을 이용한 섬유보강 폴리머(Fiber-reinforced polymer,FRP) 보강공법은 섬유 자체의 내화학성, 내구성과 우수한 시공성 등의 장점을 지니고 있다. 현재 FRP 부착공법을 이용한 보강설계 및 보강구조물의 내력 계산시, 콘크리트 부재와의 부착력을 완전부착으로 가정하고 있으나 콘크리트 구조물이 내부적 요인 및 외부 환경요인에 의해 열화될 경우 내력저하 및 1차적인 표면부 열화로 인한 FRP 부착면적의 손실발생이 우려된다. 하게 된다. 따라서 노후화에 따라 내력저하를 보이는 철근콘크리트 구조물에 FRP 보강시 열화에 따른 FRP 보강부재와 콘크리트 모재 간의 부착력 손실에 관한 연구가 필요하며, 본 연구에서는 환경적 요인에 의해 열화되는 철근콘크리트 부재의 파괴양상 및 구조성능과 FRP 보강부재와 콘크리트 모재와의 부착성능 저하현상을 분석하기 위하여 동결융해에 따른 CFRP 쉬트의 보강성능을 실험적으로 규명하고자 한다.

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