• 제목/요약/키워드: cold shortening

검색결과 41건 처리시간 0.03초

도계처리 전후의 환경온도가 계육의 생화학적 대사 및 연도에 미치는 영향 (Effect of Antemortem and Postmortem Environmental Temperatures on Biochemical Metabolism and Tenderness in Chicken Muscels)

  • 이유방
    • 한국가금학회지
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    • 제6권1호
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    • pp.24-30
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    • 1979
  • 1. 도살전의 환경온도(38$^{\circ}C$, 2$0^{\circ}C$, 4$^{\circ}C$, -2$0^{\circ}C$)가 닭 가슴고기의 연도와 근육내 해당작용에 미치는 영향을 연구하였다. 고온구는 현저하게(p<0.05) 계육의 연도를 저하시켰고 저온구도 다소 연도의 저하를 초래하였다. 고온구는 대조구보다 근육내 glycogen의 함량과 최초 Ph가 높았고 24시간후의 최종 PH는 현저하게 (P<0.05) 낮았다. 저온구는 대조구와 고온구 사이의 중간수치를 보여주었다. 고기의 절단력(즉 연도)와 근육내 glycogen 함량, 최초 및 최종 근육 산도(PH) 간에는 현저하게 (p<0.01) 높은 상관관계를 나타냈고 사후 해당속도와 가열처리후의 고기의 수화도 역시 유의한(p<0.05) 상관관계를 보여 주었다. 근육 혹은 혈청내의 효소(LDH, CPK)의 활력과 고기 연도와는 아무런 상관관계가 없었다. 2. 도살후 가슴고기와 다리고기를 절취하여 각각 다른 보존온도에 방치하여 근섬유의 단축도를 조사하였던 바 4-1$0^{\circ}C$ 사이에서 가장 낮은 단축도를 보여주었다. $0^{\circ}C$에서 보존시 약간의 단축이 있었으나 현저하지 않았고 보존온도가 2$0^{\circ}C$ 이상일 때 온도상승에 따라 비례적으로 단축도의 급격한 증가를 보여주었다. 따라서 계내에서는 저온보다는 고온에서의 근섬유단축이 더 실제적인 중요성을 가지며 도계후 가급적 속히 15$^{\circ}C$이하로 냉각하므로 심한 연도의 저하를 방지할 수 있다.

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사후 도체처리가 돈육 등심근의 근절길이와 육즙감량 및 단백질 용해성에 미치는 영향 (Effects of Carcass Treatments on Sarcomere Length, Drip Loss and Protein Solubility of Porcine Longissimus Muscle)

  • 강근호;이정일;주선태;박구부
    • 한국축산식품학회지
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    • 제21권3호
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    • pp.192-199
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    • 2001
  • The objective of this study was to investigate the effects of hot- and cold-boning on sarcomere length, drip loss and protein solubility of post-rigor porcine longissimus muscle. A total of ten pigs(borrow, 100$\pm$5 kg) were randomly selected at a commercial plant and the carcasses were split in half after slaughter. The longissimus muscle of the left side was dissected and chilled at 0$^{\circ}C$ after trimming of subcutaneous fat whereas the right side carcasses were served for cold-boning after chilling for 24 hrs. The temperature, pH and sarcomere length of porcine longissimus muscle were measured at postmortem 1, 3, 6, 12 and 24 hours. Drip loss, cooking loss, Minolta L*a*b*, shear force and protein solubility were measured at postmortem 24 hrs. The pH of cold-boning samples was rapidly decreased whereas temperature and sarcomere length of hot-boning samples were rapidly decreased during 24 hrs of chilling. Hot-boning muscles showed significantly (P<0.05) higher pHu and shorter sarcomere compared with cold boning muscles because of cold shortening. However, there were no significant differences in drip loss, cooking loss and shear force value between hot- and cold boned samples. The samples of hot-boning showed lower Minolta L* value and higher sarcoplasmic protein solubility compared with cold boned samples. These results suggest that the pale color changing of porcine longissimus muscle could be inhibited by hot-boning due to rapid chilling of the muscle although sarcomere length could be shortened because of cold shortening. Also these results show that hot-boning of porcine carcass could have a high protein solubility without negative effects of drip loss or tenderness of porcine longissimus muscle.

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오리 가슴육의 발골시간과 저장온도가 육질 특성에 미치는 영향 (Effect of Boning Time and Storage Temperature on Meat Qualify of Duck Breast)

  • 강근호;정진연;샤우컷 알리;김상호;장병귀;강희설;이덕수;이상진;박구부;주선태
    • 한국축산식품학회지
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    • 제26권1호
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    • pp.43-48
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    • 2006
  • 도압 후 오리 가슴육의 발골시간과 취급방법이 육질에 미치는 영향을 알아본 결과, 처리구 간의 pH는 유의적인 차이가 없었으나 냉동해동 처리구가 냉도체 발골구에 비해 높은 명도($L^*$)와 황색도($b^*$)를 나타내었을 뿐만 아니라 짧은 근절길이와 높은 가열감량을 보였고, 그 결과 높은 전단가를 나타내었다. 이 같은 결과는 냉동해동 처리구의 근원섬유 단백질 용해성이 낮은 것과 관련이 있었으며, 낮은 용해성은 nebulin과 같은 고분자 단백질이 사후초기에 냉동에 의해 분해되지 않은 결과로 사료된다. 따라서 오리고기는 도압 후곧바로 발골하여 냉동 또는 냉장 유통하는 것보다 냉도체 발골하여 냉장 유통하는 것이 육질향상을 위해 바람직할 것으로 사료된다.

Column design of cold-formed stainless steel slender circular hollow sections

  • Young, Ben;Ellobody, Ehab
    • Steel and Composite Structures
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    • 제6권4호
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    • pp.285-302
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    • 2006
  • This paper describes the design and behaviour of cold-formed stainless steel slender circular hollow section columns. The columns were compressed between fixed ends at different column lengths. The investigation focused on large diameter-to-plate thickness (D/t) ratio ranged from 100 to 200. An accurate finite element model has been developed. The initial local and overall geometric imperfections have been included in the finite element model. The material nonlinearity of the cold-formed stainless steel sections was incorporated in the model. The column strengths, load-shortening curves as well as failure modes were predicted using the finite element model. The nonlinear finite element model was verified against test results. An extensive parametric study was carried out to study the effects of cross-section geometries on the strength and behaviour of stainless steel slender circular hollow section columns with large D/t ratio. The column strengths predicted from the parametric study were compared with the design strengths calculated using the American Specification, Australian/New Zealand Standard and European Code for cold-formed stainless steel structures. It is shown that the design strengths obtained using the Australian/New Zealand and European specifications are generally unconservative for the cold-formed stainless steel slender circular hollow section columns, while the American Specification is generally quite conservative. Therefore, design equation was proposed in this study.

이중버블시트를 이용한 단열양생공법의 한중콘크리트 현장적용 (Field Application of Insulation Curing Method with Double Bubble Sheets Subject to Cold Weather)

  • 홍석민;백대현;김종;전충근;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2008년도 춘계 학술논문 발표대회
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    • pp.57-60
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    • 2008
  • This study investigated the results of insulation heat curing method using double layer bubble sheet in slab concrete and mass concrete in cold weather environment. First of all, when double bubble sheets are applied, it was shown that slab concrete was protected from early freezing by remaining between 6 and 15℃ even in case outside temperature drops -9℃ below zero until the 2nd day from piling, and in the case of mass concrete, with the maximum temperature difference between the center and surface less than 4℃, crack occurrence index was close to 2 and no hydration heat crack occurred by internal constraint. The insulation heat preservation curing method using the double bubble sheet applied in this field prevented early freezing owing to stable curing temperature management, deterring concrete strength development delay at low temperature, and obtained the needed strength. Also, it was proven that the method is highly effective and economic for cold weather concrete quality maintenance through curing cost reduction like construction period shortening and labor cost reduction, etc by reducing the process of temporary equipment installation and disassembling.

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이중버블시트를 이용한 단열보온 양생공법의 한중콘크리트 현장적용 (Field Application of Insulation Curing Method for the Concrete applying Double Layer Bubble Sheets Subjected to Cold Weather)

  • 홍석민;손호정;오치현;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2011년도 춘계 학술논문 발표대회 1부
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    • pp.83-85
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    • 2011
  • This study investigated the results of insulation heat curing method using double layer bubble sheet in concrete in cold weather environment. First of all, when double bubble sheets are applied, it was shown that concrete was protected from early freezing by remaining between 7℃ and 3℃ even in case outside temperature drops -7℃ below zero until the 3d day from piling. The insulation heat preservation curing method using the double bubble sheet applied in this field prevented early freezing owing to stable curing temperature management, deterring concrete strength development delay at low temperature, and obtained the needed strength. Also, it was proven that the method is highly effective and economic for cold weather concrete quality maintenance through curing cost reduction like construction period shortening and labor cost reduction, etc by reducing the process of temporary equipment installation and disassembling.

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이중버블시트를 이용한 단열양생공법의 한중콘크리트 현장적용 (Field Application of Insulation Curing Method with Double Bubble Sheets Subject to Cold Weather)

  • 홍석민;이일선;백대현;김종;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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    • pp.25-28
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    • 2009
  • This study investigated the results of insulation heat curing method using double layer bubble sheet in slab concrete in cold weather environment. First of all, when double bubble sheets are applied, it was shown that slab concrete was protected from early freezing by remaining between 5 and $l0^{\circ}C$ even in case outside temperature drops $-11^{\circ}C$ below zero until the 4nd day from piling. The insulation heat preservation curing method using the double bubble sheet applied in this field prevented early freezing owing to stable curing temperature management, deterring concrete strength development delay at low temperature, and obtained the needed strength. Also, it was proven that the method is highly effective and economic for cold weather concrete quality maintenance through curing cost reduction like construction period shortening and labor cost reduction, etc by reducing the process of temporary equipment installation and disassembling.

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사후 저장온도 $0{\sim}30^{\circ}C$가 한우근육의 이화학적 변화와 육질에 미치는 영향 (Influence of Postmortem Storage Temperatures between $0{\sim}30^{\circ}C$ on the Physico-chemical Changes and Meat Qualities of Korean Native Beef Cattle)

  • 김천제;박수봉;최도영;최병규;고원식
    • 한국식품과학회지
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    • 제26권1호
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    • pp.88-92
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    • 1994
  • 본 연구는 사후 저장온도 $0{\sim}30^{\circ}C$가 한우근육(M. sternomandibularis와 M. mastoideus)의 생화학, 물리학적 변화와 육질에 미치는 영향을 조사하였다. 저장온도 $0^{\circ}C$에서는 $10^{\circ}C$보다 초기에 빠른 속도로 pH가 떨어졌으나, 최종 pH는 약 30시간 후 도달하였다. $30^{\circ}C$에 저장한 근육은 10시간 이내에 최종 pH에 도달하였다. $0^{\circ}C$에 저장한 근육은 처음부터 빠른 속도로 R-value가 상승하였으며, $10^{\circ}C$에 저장한 근육은 10시간까지는 낮은 R-value를 나타내다가 서서히 상승하여 20시간 후 최고치에 달하였다. $0^{\circ}C$ 에 저장한 근육은 10시간후 약 46% 수축하였으며 $10{\sim}20^{\circ}C$에 저장한 근육은 15시간후 약 17% 수축하였다. 한우육의 근절의 길이는 $10^{\circ}C$에서 수축이 가장 적었으며, 저온수축과 고온수축이 발생한 $0^{\circ}C$$30^{\circ}C$에서는 저장 5시간후 $1.60{\sim}1.63\;{\mu}m$로서 $18{\sim}20%$, 24 시간후에는 $45{\sim}46%$ 수축하였다. 도살후 24시간 $0^{\circ}C$$30^{\circ}C$에 저장한 육은 $10^{\circ}C$에 저장한 육보다 전단력이 2배가량 높은 것으로 나타났다. 도살후 24시간 $10^{\circ}C$에 저장한 육은 9일 저장후 drip발생이 3% 이하로 가장 적었으며, 저온수축$(0^{\circ}C)$과 고온수축$(30^{\circ}C)$이 일어난 육은 drip발생이 높았다.

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Cold Tolerance Characteristic Test of High Yield Tongil-type Rice Breeding Lines for Processing

  • Kang-Su Kwak;Sea-Kwan Oh;Kuk-Hyun Jung;Dae-Ha Seo
    • 한국작물학회:학술대회논문집
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    • 한국작물학회 2022년도 추계학술대회
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    • pp.278-278
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    • 2022
  • Recently, the yield potential of high yield Tongil-type rice varieties has greatly increased, reaching 817kg/10a(Geumgang No.1). Moreover, in order to promote rice consumption and strengthen the competitiveness of the rice processing industry, the R&D of high yield Tongil-type rice varieties for each processing purpose, such as rice noodles, grain feed and industrial materials, has been continuously carried out. However, because Tongil-type rice varieties or lines are generally very vulnerable to cold damage, cold tolerance test can be said to be absolutely necessary to improve the cultivation safety. This study is the result of the seedling and field cold tolerance characteristic tests carried out in 2021 of high yield Tongil-type rice breeding lines. For the cold tolerance characteristic test of seedlings, total 303 high yield rice breeding lines for processing were treated in cold water of 13℃ and irrigation depth of 4cm for 10 days from the third-leaf age, then it was evaluated by comparing the degree of discoloration and withering with the checked varieties(Boramchan, Hanahreum No.2). Also, for the test of field, total 186 high yield rice breeding lines for processing were treated in cold water of 17℃ by keeping pouring day and night from 30 days after transplanting to ripening stage, then it was evaluated by comparing the degree of discoloration, delay of heading, shortening rate of stem length and percent of fertile grain etc. with the checked varieties. And the cold tolerance evaluative criteria were classified as strong(1~3), medium(4~6) and weak(7~9) in overall cold tolerance. (Seedling test) As for the degree of cold tolerance of the check variety, 'Boramchan' and 'Hanahreum No.2' showed a response of 'medium' and 'weak', respectively. However, there was no 'strong' line in the high yield rice breeding lines, 2 lines showed a 'medium' response, and 301 lines showed a 'weak' response. Therefore, except for a few lines(0.7%), most lines(99.3%) showed a 'weak' response. (Field test) In terms of the overall cold tolerance of the check variety, both 'Boramchan' and 'Hanahreum No.2' showed a 'medium' response. Similarly, there was no 'strong' line in the case of high yield rice breeding lines, 20 lines showed a 'medium' response, and 166 lines showed a 'weak' response. Therefore, except for some(10.8%) lines, most(89.2%) lines showed a 'weak' response. From the above results, we selected about 100 individuals with less seed shattering and degeneration of the ear tip, and with a relatively high percent of fertile grain, and are continuing to select lines with improved cold tolerance in the F4~F5 group in this year. As such, most of the Tongil-type rice varieties have poor cold tolerance and thus have low cultivation safety at low temperatures. However, it is important to select improved lines through generational progress because there are some lines that still have a certain level of cold tolerance among them.

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Nonlinear analysis of concrete-filled steel composite columns subjected to axial loading

  • Bahrami, Alireza;Badaruzzamana, Wan Hamidon Wan;Osmanb, Siti Aminah
    • Structural Engineering and Mechanics
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    • 제39권3호
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    • pp.383-398
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    • 2011
  • This paper investigates the nonlinear analysis of concrete-filled steel composite columns subjected to axial loading to predict the ultimate load capacity and behaviour of the columns. Finite element software LUSAS is used to conduct the nonlinear analyses. The accuracy of the finite element modelling is verified by comparing the result with the corresponding experimental result reported by other researchers. Nonlinear analyses are done to study and develop different shapes and number of cold-formed steel sheeting stiffeners with various thicknesses of cold-formed steel sheets. Effects of the parameters on the ultimate axial load capacity and ductility of the concrete-filled steel composite columns are examined. Effects of variables such as concrete compressive strength $f_c$ and cold-formed steel sheet yield stress $f_{yp}$ on the ultimate axial load capacity of the columns are also investigated. The results are shown in the form of axial load-normalized axial shortening plots. It is concluded from the study that the ultimate axial load capacity and behaviour of the concrete-filled steel composite columns can be accurately predicted by the proposed finite element modelling. Results in this study demonstrate that the ultimate axial load capacity and ductility of the columns are affected with various thicknesses of steel sheets and different shapes and number of stiffeners. Also, compressive strength $f_c$ of the concrete and yield stress $f_{yp}$ of the cold-formed steel sheet influence the performance of the columns significantly.