• 제목/요약/키워드: average strain

검색결과 685건 처리시간 0.022초

기혼 남녀의 일-가족 갈등에 따른 가족건강성의 차이에 관한 연구 (A Study of Family Healthy Difference according to Married Employees' Work-Family Conflict)

  • 전서영;박정윤;김양희
    • 가족자원경영과 정책
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    • 제12권3호
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    • pp.59-79
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    • 2008
  • In this study, the investigator examined employees' work-family conflict, and analyzed its relationship with family health, to clarify the two-way influence of work-family and to verify the influence of a family friendship system based upon work-family compatibility and a healthy family. Data from 379 married female and male corporate employees were collected. Collected data were analyzed on the SPSS WIN 12.0 program. Study findings are as follows: First - For the individual, in domain variables of work-family conflict according to socio-demographic characteristics, gender has a significant influence upon strain-based conflict, family interference with work, and time-based conflict. Second - Work domain variables such as occupation, career, employment type, and working hours have a significant influence upon work interference with family, while career, and a working couple have a significant influence upon family interference with work. Finally - average housework hours and children have a significant influence upon work interference with family, whereas the length of a marriage, the average housework hours, and a housework helper have a significant influence upon family interference with work.

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개구부가 있는 철근콘크리트 전단벽의 극한해석 (Ultimate Analysis of Reinforced Concrete Shear Walls with Opening)

  • 허남륜;유영화;김운학
    • 한국구조물진단유지관리공학회 논문집
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    • 제5권1호
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    • pp.195-205
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    • 2001
  • An analytical finite element approach to nonlinear behavior of reinforced concrete shear walls with opening under monotonic loading was presented in this paper. In order to achieve the objectives of present paper, the orthogonal anisotropic models for cracked reinforced concrete element based on smeared crack concept were used as the nonlinear material models of biaxial state of stress. The stiffness of cracked concrete was evaluated through the combined use of tension and compression stiffness models in and parallel directions of crack, respectively and shear transfer effect due to the aggregate interlocking at crack surface. The stress and strain of reinforcement in concrete was evaluated using the average stress and average strain relation with bond effect. based on smeared crack concept. The diagonal reinforcing bar was modeled using truss element with bond effect. A special significance of diagonal reinforcement near opening was given to the shear wall with opening and an effective distribution of diagonal reinforcement was presented in order to give an ultimate strength increment as well as a crack control.

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Genomic Analysis of a Freshwater Actinobacterium, "Candidatus Limnosphaera aquatica" Strain IMCC26207, Isolated from Lake Soyang

  • Kim, Suhyun;Kang, Ilnam;Cho, Jang-Cheon
    • Journal of Microbiology and Biotechnology
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    • 제27권4호
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    • pp.825-833
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    • 2017
  • Strain IMCC26207 was isolated from the surface layer of Lake Soyang in Korea by the dilutionto-extinction culturing method, using a liquid medium prepared with filtered and autoclaved lake water. The strain could neither be maintained in a synthetic medium other than natural freshwater medium nor grown on solid agar plates. Phylogenetic analysis of 16S rRNA gene sequences indicated that strain IMCC26207 formed a distinct lineage in the order Acidimicrobiales of the phylum Actinobacteria. The closest relative among the previously identified bacterial taxa was "Candidatus Microthrix parvicella" with 16S rRNA gene sequence similarity of 91.7%. Here, the draft genome sequence of strain IMCC26207, a freshwater actinobacterium, is reported with the description of the genome properties and annotation summary. The draft genome consisted of 10 contigs with a total size of 3,316,799 bp and an average G+C content of 57.3%. The IMCC26207 genome was predicted to contain 2,975 protein-coding genes and 51 non-coding RNA genes, including 45 tRNA genes. Approximately 76.8% of the protein coding genes could be assigned with a specific function. Annotation of the IMCC26207 genome showed several traits of adaptation to living in oligotrophic freshwater environments, such as phosphorus-limited condition. Comparative genomic analysis revealed that the genome of strain IMCC26207 was distinct from that of "Candidatus Microthrix" strains; therefore, we propose the name "Candidatus Limnosphaera aquatica" for this bacterium.

포항분지 제3기 두호층 이암의 크리프 거동 (Creep behaviour of mudstone in the tertiary Duho Formation at Pohang basin)

  • 김광식;김교원
    • 지질공학
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    • 제13권2호
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    • pp.227-238
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    • 2003
  • 암석의 점탄성적 성질에 기인하는 크리프 특성에 대한 이해는 일정하중 하에서 시간에 대한 변형으로 장기적인 지반거동을 예측할 수 있는 중요한 요소이다. 포항지역에 분포하는 제3기 두호층 이암의 크리프 특성을 파악하기 위하여 암석의 기본적인 물성, 역학적 특성 및 크리프 시험을 실시하였다. 대상 이암은 illite 및 chlorite 등 점토광물을 26% 함유하고 있어 큰 크리프 변형을 보였으며, 평균 일축압축강도는 $462{\;}kg/\textrm{cm}^2$ 이었는데, 크리프 시험은 일축압축강도의 40-70% 일정 응력수준에서 수행하였다. 시험 결과 얻어진 시간-변형률 곡선으로부터 암석의 크리프 특성을 규정하는 다양한 경험식 및 이론식의 크리프 상수를 도출하였는데, 그 중 Griggs 경험식 및 Burger 모델의 이론식이 이암의 크리프 특성을 가장 잘 반영하는 것으로 평가되었다. 또, 순간탄성변형률은 응력수준에 정비례하여 증가하였으나, 1차 크리프의 변형률 속도는 응력의 크기와 무관하게 시간 경과에 따라 비슷한 양상으로 감소하였다.

Theoretical solutions for displacement and stress of a circular opening reinforced by grouted rock bolt

  • Zou, Jin-Feng;Xia, Zhang-Qi;Dan, Han-Cheng
    • Geomechanics and Engineering
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    • 제11권3호
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    • pp.439-455
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    • 2016
  • This paper presented solutions of displacement and stress for a circular opening which is reinforced with grouted rock bolt. It satisfies the Mohr-Coulomb (M-C) or generalized Hoek-Brown (H-B) failure criterion, and exhibits elastic-brittle-plastic or strain-softening behavior. The numerical stepwise produce for strain-softening rock mass reinforced with grouted rock bolt was developed with non-associative flow rules and two segments piecewise linear functions related to a principle strain-dependent plastic parameter, to model the transition from peak to residual strength. Three models of the interaction mechanism between grouted rock bolt and surrounding rock proposed by Fahimifar and Soroush (2005) were adopted. Based on the axial symmetrical plane strain assumption, the theoretical solution of the displacement and stress were proposed for a circular tunnel excavated in elastic-brittle-plastic and strain-softening rock mass compatible with M-C or generalized H-B failure criterion, which is reinforced with grouted rock bolt. It showed that Fahimifar and Soroush's (2005) solution is a special case of the proposed solution for n = 0.5. Further, the proposed method is validated through example comparison calculated by MATLAB programming. Meanwhile, some particular examples for M-C or generalized H-B failure criterion have been conducted, and parametric studies were carried out to highlight the influence of different parameters (e.g., the very good, average and very poor rock mass). The results showed that, stress field in plastic region of surrounding rock with considering the supporting effectiveness of the grouted rock bolt is more than that without considering the effectiveness of the grouted rock bolt, and the convergence and plastic radius are reduced.

비대칭 압연과 열처리한 Cu 판의 집합조직과 소성변형비 변화 (II) (Changes of Texture and Plastic Strain Ratio of Asymmetrically Rolled and Annealed Cu Sheet (II))

  • 이철우;정종현;이동녕;김인수
    • 소성∙가공
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    • 제29권2호
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    • pp.69-75
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    • 2020
  • The plastic strain ratio is one of the factors that affect the deep drawability of metal sheets. The plastic strain ratio of fully annealed Cu sheet is low, due to its texture being {001}<100>. In this study, in order to increase the plastic strain ratio of Cu sheets we investigated the effect of two treatments: 1st the sheet was asymmetrically rolled and annealed, and 2nd the sheet was symmetrically and asymmetrically rolled and subsequently annealed. The average plastic strain ratio (Rm) of the initial Cu sheet was 0.95 and |Δr| was 1.27. After the 2nd treatment of 5.3% symmetric rolling and annealing of Cu sheet at 1000℃ for 60 min in Ar gas condition, the Rm was 2.29 times higher and the |Δr| was 1.44 times higher than that of initial Cu sheet specimen. After the 2nd treatment of 8.2% asymmetric rolling and annealing of Cu sheet at 1000℃ for 60 min in Ar gas conditions, the Rm was 2.51 times higher and |Δr| was 0.53 times lower than that of the initial Cu sheet specimen. These results can be attributed to the change in texture of the Cu sheets due to the differences in the two methods of rolling.

변형률 구배 소성을 고려한 입자 강화 알루미늄 복합재의 크기 종속 강화 모델링 (Modeling of Size-Dependent Strengthening in Particle-Reinforced Aluminum Composites with Strain Gradient Plasticity)

  • 서영성;박문식;송승
    • 대한기계학회논문집A
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    • 제35권7호
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    • pp.745-751
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    • 2011
  • 입자강화 알루미늄 복합재의 강도를 계산하기 위하여 압밀 후 냉각할 때 일어나는 전위 펀칭을 유한요소로 모델링 하였다. 다양한 입자의 체적비에서 입자의 크기가 강도에 미치는 영향을 고려하기 위하여 강화 입자 주위에 변형률 구배 소성과 테일러 전위 모델을 적용하였다. 변형률 구배는, 구형 단위 셀이 냉각하는 동안 입자와 기지재의 열팽창계수 차이에 의한 전위 펀칭이 일어날 때 형성되는 등가소성변형률로부터 구하였다. 펀칭된 영역에 걸쳐 평균적으로 변형률 구배를 고려함으로써 항복 응력이 증가하는 것을 관찰하였다. 유한요소 해석을 활용하여 다양한 입자 크기와 체적비에 대하여 SiC 강화 알루미늄 356-T6 복합재의 축대칭 단위 셀의 인장시 강도의 변화를 예측하였다. 예측된 강도는 실험 데이터와 잘 일치하며, 입자 크기 의존 효과를 분명히 보인다.

1축 인장시험을 통한 커플러가 철근 연성도에 미치는 영향 평가 (Evaluation of the Effect of Coupler on the Ductility of Rebar by Uniaxial Tensile Test)

  • 우태련;이종한;정진환;정치영
    • 한국구조물진단유지관리공학회 논문집
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    • 제22권1호
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    • pp.90-98
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    • 2018
  • 최근 철근 콘크리트 구조물에 다양한 철근 이음이 사용되고 있다. 이에 따라 커플러 이음 철근의 인장 특성에 대한 파악이 중요해졌다. 본 연구에서는 커플러 이음 철근의 연성도에 대한 평가를 위하여 ASTM A615 기준에 따라 생산된 Grade 60 D22(#7), D29(#9), 그리고 두 종류의 커플러를 상대로 1축 인장시험을 수행하였다. 보다 정확하고 다양한 지점에서 자유로운 계측이 가능한 이미지 프로세싱 방법을 사용하여 변형률을 계측하였다. 1축 인장시험 결과, 응력-변형률 관계와 응력 단계별 종방향 변형률 분포를 산출할 수 있었고, 이를 통하여 동일한 표점거리 내에서 커플러 이음 부분이 많이 차지할수록 평균변형률이 낮아지는 것을 알 수 있었다. 또한 커플러 이음철근의 극한거동 및 파단 시변형률에 대한 평가를 통해 커플러의 길이에 대한 한계상태변형률과 파단변형률과의 상관관계를 정식화하였다.

Caenimonas aquaedulcis sp. nov., Isolated from Freshwater of Daechung Reservoir during Microcystis Bloom

  • Le, Ve Van;Ko, So-Ra;Lee, Sang-Ah;Kang, Mingyeong;Oh, Hee-Mock;Ahn, Chi-Yong
    • Journal of Microbiology and Biotechnology
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    • 제32권5호
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    • pp.575-581
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    • 2022
  • A Gram-stain-negative, white-coloured, and rod-shaped bacterium, strain DR4-4T, was isolated from Daechung Reservoir, Republic of Korea, during Microcystis bloom. Strain DR4-4T was most closely related to Caenimonas terrae SGM1-15T and Caenimonas koreensis EMB320T with 98.1% 16S rRNA gene sequence similarities. The average nucleotide identity (ANI) and digital DNA-DNA hybridization (dDDH) values between strain DR4-4T and closely related type strains were below 79.46% and 22.30%, respectively. The genomic DNA G+C content was 67.5%. The major cellular fatty acids (≥10% of the total) were identified as C16:0, cyclo C17:0, summed feature 3 (C16:1ω7c and/or C16:1ω6c), and summed feature 8 (C18:1ω7c and/or C18:1ω6c). Strain DR4-4T possessed phosphatidylethanolamine, diphosphatidylglycerol, and phosphatidylglycerol as the main polar lipids and Q-8 as the respiratory quinone. The polyamine profile was composed of putrescine, cadaverine, and spermidine. The results of polyphasic characterization indicated that the isolated strain DR4-4T represents a novel species within the genus Caenimonas, for which the name Caenimonas aquaedulcis sp. nov. is proposed. The type strain is DR4-4T (=KCTC 82470T =JCM 34453T).

근교계 마우스에서 간흡충 기생기간과 산란력의 변동 (Egg Production of Clonorchis sinensis in Different Strains of Inbred Mice)

  • 김종인;정동일;최동익
    • Parasites, Hosts and Diseases
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    • 제30권3호
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    • pp.169-176
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    • 1992
  • 여섯 계통의 근교계 마우스떠에 상흡충의 기생기간과 경시적 산란력을 근거로 하여 숙주 기생충 관계의 계통별 차이를 구명하기 위해 마우스찰 20개의 간흡충 피낭유충을 경구적으로 감염시켰다. 감염 후 간흡충의 충란이 처음 검출될 때까지의 기간은 DDY 마우스에서 평균 21.2일로 가장 짧았고, GPC 21.48, BALB/c 및 DS 23.2 5, ICR 및 nude 23.4일의 순이 었다. 총산란기간 역시 DDY 마우스에서 164일로 가장 길었으며, GPC 132R, BALB/c 97일, nude 37일, DS 32일 및 ICR 28일의 순이었다. DDY 및 GPC 마우스에서는 간흡충의 산란수가 비교적 높고 안정적이었으나 나머지 4계통의 마우스에서는 관찰기간 동안 불규칙하였다. 이상의 성적으로 미루어 보아 마우스의 계통에 따라 간흡충의 숙주 기생충 관계의 차리를 확인하였고 DDY 마우스가 6계통중 가장 호적숙주임을 알았다.

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