• Title/Summary/Keyword: expansion behavior

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Analysis of Factors Influencing Consumption of Environment-Friendly Forest Products (친환경임산물 소비에 영향을 미치는 요인 분석)

  • Jung, Byung Heon;Chang, Chu Youn
    • Journal of Korean Society of Forest Science
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    • v.108 no.4
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    • pp.628-638
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    • 2019
  • The purpose of this study was to investigate the characteristics of consumers purchasing environmentfriendly forest products, and to examine the factors affecting consumption expansion. A survey was conducted among 400 consumers over the age of 20 years. A logistic regression analysis was performed based on age, income, gender, level of education, residence area, whether or not they had children, satisfaction with product price, and product reliability. The results revealed that females were more likely to consume environment-friendly forest products than males; married people tended to buy more environment-friendly forest products than single people; and respondents with a high level of education and with children consistently showed higher willingness to purchase environmentfriendly forest products. To expand consumption of environment-friendly forest products, marketing strategies targeting well-educated, female consumers with children should be implemented.

Characteristics of River Sand Soil Parameter for Single Work-Hardening Constitutive Model to Stress Path (강모래의 응력경로에 따른 단일항복면 구성모델의 토질매개변수 특성)

  • Lee, Jong-Cheon;Cho, Won-Beom
    • Journal of Navigation and Port Research
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    • v.36 no.5
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    • pp.395-400
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    • 2012
  • The stress-strain relationship of soil is dependent on a number of factors such as soil type, density, stress level and stress path. Th accurate stress-stain relationship can be predict using a constitutive model incorporated all influencing factors. In this study, an isotropic compression-expansion test and a series of drained conventional triaxial tests with several stress paths were performed on Baekma river sand to investigate parameters characteristics of Lade's single work hardening model depending on the stress path.. Based on test results, the parameters of yield function (h, ${\alpha}$) are not much influenced by stress level and stress path, the these parameters do affect a little bit of stress-strain behavior. The parameters h and ${\alpha}$ are closely related to failure criterion ${\eta}_1$, they can be replaced by failure criterion parament. We also observed that predicted values from the Lade's single hardening constitutive model are well matched with the observed data.

Development Paradigm of Repression and Desire Embodied by Body and Clothing (몸·복식에서 억압과 욕망의 패러다임 개발)

  • Jeong, Ki-Sung;Kim, Min-Ja
    • Journal of the Korean Society of Costume
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    • v.63 no.6
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    • pp.97-112
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    • 2013
  • In this study, physical, social and psychological repression embodied by the body and clothing are referred to instinctual, power and creative desires, respectively, from the point of biological, social and aesthetic views. Desire refers to a behavior to overcome men's imperfections with individual security, sense of belonging and the pursuit of an ideal, which are obtained by living as a social creature. Repression through the body is sub-categorized depending on whether it is temporary or permanent. Repression expressed through clothing is seen through revealing/concealing, contraction/expansion, and deconstruction/ reconstruction. What enables human beings to embrace changes in fashion without fierce resistance or backlash is the changes of formativeness demonstrated by repression through the body and clothing. The aesthetic values drawn from the exhibition of repression and on the body and clothing are categorized into narcissism, fetishism and aestheticism. While narcissism is an instinctive desire grounded on the originality and confidence of the self that results in refusing repression, fetishism is a desire for power that expedites repression in the pursuit of materialistic value or sexual fantasy. Aestheticism is a desire for creativity that symbolizes the body-and-clothing repression in the pursuit of aesthetic idealism. Repression evokes desire, and the pursuit of desire leads to another repression. The aesthetic values of desire for instinct, power and creativity can be substituted with each other for interpretation according to the attitudes of an initiator, a user and a spectator.

A Study on the Effect of Contribution to Customer Satisfaction and Behavioral Intentions by the Education and Trainning for Small and Mindium Sized Firms (중소기업을 위한 교육훈련이 고객만족과 행동의도에 미치는 영향에 관한 연구)

  • Koo, J.H.;Kim, Y.H.;Oh, H.S.;Lee, S.J.;Youn, K.S.;Cho, J.H.
    • Journal of Korean Society of Industrial and Systems Engineering
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    • v.33 no.1
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    • pp.121-131
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    • 2010
  • Technological innovation depends on the quality of workers, whose ability is the key component to raise business competitiveness. Our study evaluates how satisfactory is the training of workers at small and medium sized firms, and suggest how to improve upon it. We show the theoretical framework for the relation between customer satisfaction and their behavioral intent on the one side, and factors of training service quality. Our result show: (1) Factors affecting customer satisfaction are, in descending order of importance, expertise, policy, follow-up service, attitude and behavior, and convenience. (2) Contrary to established views on the service quality, satisfaction for training would not be the prerequisite variable for intent to act, in case of training service quality. (3) Satisfaction level for training depends on the type of organization in charge of training (government, university, or private sector.) It also varied among different types of business (L-type, A-type, and J-type.) Small and medium sized firms find it difficult to commit to training education due to lack of money and manpower. The recent expansion of free training service would address part of this problem. On the other hand, the outfit in charge of training could boost service quality by customizing their training program to the type of business they cater to.

MODELING OF INTERACTION LAYER GROWTH BETWEEN U-Mo PARTICLES AND AN Al MATRIX

  • Kim, Yeon Soo;Hofman, G.L.;Ryu, Ho Jin;Park, Jong Man;Robinson, A.B.;Wachs, D.M.
    • Nuclear Engineering and Technology
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    • v.45 no.7
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    • pp.827-838
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    • 2013
  • Interaction layer growth between U-Mo alloy fuel particles and Al in a dispersion fuel is a concern due to the volume expansion and other unfavorable irradiation behavior of the interaction product. To reduce interaction layer (IL) growth, a small amount of Si is added to the Al. As a result, IL growth is affected by the Si content in the Al matrix. In order to predict IL growth during fabrication and irradiation, empirical models were developed. For IL growth prediction during fabrication and any follow-on heating process before irradiation, out-of-pile heating test data were used to develop kinetic correlations. Two out-of-pile correlations, one for the pure Al matrix and the other for the Al matrix with Si addition, respectively, were developed, which are Arrhenius equations that include temperature and time. For IL growth predictions during irradiation, the out-of-pile correlations were modified to include a fission-rate term to consider fission enhanced diffusion, and multiplication factors to incorporate the Si addition effect and the effect of the Mo content. The in-pile correlation is applicable for a pure Al matrix and an Al matrix with the Si content up to 8 wt%, for fuel temperatures up to $200^{\circ}C$, and for Mo content in the range of 6 - 10wt%. In order to cover these ranges, in-pile data were included in modeling from various tests, such as the US RERTR-4, -5, -6, -7 and -9 tests and Korea's KOMO-4 test, that were designed to systematically examine the effects of the fission rate, temperature, Si content in Al matrix, and Mo content in U-Mo particles. A model converting the IL thickness to the IL volume fraction in the meat was also developed.

A Study of Load Matching on the Net-Zero Energy House (넷 제로에너지주택의 부하매칭에 관한 연구)

  • Kim, Beob-Jeon;Lim, Hee-Won;Kim, Deok-Sung;Shin, U-Cheul
    • Journal of the Korean Solar Energy Society
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    • v.38 no.4
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    • pp.55-66
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    • 2018
  • nZEH (net-Zero Energy House) is defined as a self-sufficient energy building where the sum of energy output generated from new & renewable energy system and annual energy consumption is zero. The electricity generated by new & renewable energy system with the form of distributed generation is preferentially supplied to electrical demand, and surplus electricity is transmitted back to grid. Due to the recent expansion of houses with photovoltaic system and the nZEH mandatory by 2025, the rapid increase of distributed generation is expected. Which means, we must prepare for an electricity-power accident and stable electricity supply. Also electricity charges have to be reduce and the grid-connected should be operated efficiently. The introduction of ESS is suggested as a solution, so the analysis of the load matching and grid interaction is required to optimize ESS design. This study analyzed the load matching and grid interaction by expected consumption behavior using actual data measured in one-minute intervals. The experiment was conducted in three nZEH with photovoltaic system, called all-electric houses. LCF (Load Cover Factor), SCF (Supply Cover Factor) and $f_{grid}$ (Grid Interaction Index) were evaluated as an analysis indicator. As a result, LCF, SCF and $f_{grid}$ of A house were 0.25, 0.23 and 0.27 respectively; That of B house were 0.23, 0.23, 0.19, and that of C were 0.20, 0.19, 0.27 respectively.

Probabilistic Seepage Analysis Considering the Spatial Variability of Permeability for Layered Soil (투수계수의 공간적 변동성을 고려한 층상지반에 대한 확률론적 침투해석)

  • Cho, Sung-Eun
    • Journal of the Korean Geotechnical Society
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    • v.28 no.12
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    • pp.65-76
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    • 2012
  • In this study, probabilistic analysis of seepage through a two-layered soil foundation was performed. The hydraulic conductivity of soil shows significant spatial variations in different layers because of stratification; further, it varies on a smaller scale within each individual layer. Therefore, the deterministic seepage analysis method was extended to develop a probabilistic approach that accounts for the uncertainties and spatial variation of the hydraulic conductivity in a layered soil profile. Two-dimensional random fields were generated on the basis of the Karhunen-Lo$\grave{e}$ve expansion in a manner consistent with a specified marginal distribution function and an autocorrelation function for each layer. A Monte Carlo simulation was then used to determine the statistical response based on the random fields. A series of analyses were performed to verify the application potential of the proposed method and to study the effects of uncertainty due to the spatial heterogeneity on the seepage behavior of two-layered soil foundation beneath water retaining structure. The results showed that the probabilistic framework can be used to efficiently consider the various flow patterns caused by the spatial variability of the hydraulic conductivity in seepage assessment for a layered soil foundation.

Isotropic Compression Behavior of Lawsonite Under High-pressure Conditions (로소나이트(Lawsonite)의 압력에 따른 등방성 압축거동 연구)

  • Im, Junhyuck;Lee, Yongjae
    • Economic and Environmental Geology
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    • v.49 no.1
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    • pp.23-30
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    • 2016
  • Powder samples of natural lawsonite (Ca-lawsonite, $CaAl_2Si_2O_7(OH)_2{\cdot}H_2O$) was studied structurally up to 8 GPa at room temperature using monochromatic synchrotron X-ray powder diffraction and a diamond anvil cell (DAC) with a methanol : ethanol : water (16 : 3 : 1 by volume) mixture solution as a penetrating pressure transmitting medium (PTM). Upon pressure increase, lawsonite does not show any apparent pressure induced expansion (PIE) or phase transition. Pressure-volume data were fitted to a second-order Birch-Murnaghan equation of state using a fixed pressure derivative of 4 leading to a bulk modulus ($B_0$) of 146(6) GPa. This compression is further characterized to be isotropic with calculated linear compressibilities of ${\beta}^a=0.0022GPa^{-1}$, ${\beta}^b=0.0024GPa^{-1}$, and ${\beta}^c=0.0020GPa^{-1}$.

Effect of Mineral Admixture on Bond between Structural Synthetic Fiber and Latex Modified Cement Mortar under Sulfate Environments (황산염에 노출된 구조용 합성섬유와 라텍스 개질 시멘트 모르타르의 부착특성에 미치는 광물질 혼화재의 효과)

  • Kim, Dong-Hyun;Lee, Jung-Woo;Park, Chan-Gi
    • Journal of The Korean Society of Agricultural Engineers
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    • v.54 no.5
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    • pp.25-34
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    • 2012
  • It has been well known that concrete structures exposed to acid and sulfate environments such as sewer etc. show significant decrease in their durability due to chemical attack. Such deleterious acid and sulfate attacks lead to expansion and cracking in concrete, and thus, eventually result in damage to cement mortar by forming expansive hydration products due to the reaction between cement hydration products and acid and sulfate ions. In this study, the effect of fly ash and blast furnace slag on the bond performances of structural synthetic fiber in latex modified cement mortar under sulfate environments. Fly ash and blast furnace slag contents ranging from 0 % to 20 % are used in the mix proportions. The latex modified cement mortar specimens were immersed in fresh water, 8 % sodium sulfate ($Na_2SO_4$) solutions for 28 and 50 days, respectively. Pullout tests are conducted to measure the bond performance of structural synthetic fiber from latex modified cement mortar after sulfate environments exposure. Test results are found that the incorporation of fly ash and blast furnace slag can effectively enhance the PVA fiber-latex modified cement mortar interfacial bond properties (bond behavior, bond strength and interface toughness) after sulfate environments exposure. The microstructural observation confirms the findings on the interface bond mechanism drawn from the fiber pullout test results under sulfate environments.

Bending Creep Properties of Cross-Laminated Wood Panels Made with Tropical Hardwood and Domestic Temperate Wood

  • PARK, Han-Min;GONG, Do-Min;SHIN, Moon-Gi;BYEON, Hee-Seop
    • Journal of the Korean Wood Science and Technology
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    • v.48 no.5
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    • pp.608-617
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    • 2020
  • For efficient use and expansion of domestic small- and medium-diameter woods, cross-laminated wood panels composed of tropical hardwoods and domestic temperate woods were fabricated, and the bending creep behavior under long-term loading was investigated. The bending creep curve of the cross-laminated wood panels showed an exponential function graph with a sharp increase at the top right side. The wood panel composed of a teak top layer and larch core and bottom layers recorded the highest initial deformation, and that composed of a merbau top layer and tulip core and bottom layers showed the lowest initial deformation. Creep deformation of the cross-laminated wood panels showed the highest value in that composed of a teak top layer and larch core and bottom layers and showed the lowest value in that composed of a merbau top layer and tulip core and bottom layers. The obtained creep deformation is 3.1-4.3 times that of merbau, however, it is remarkably lower than that of tulip and larch. The highest relative creep was recorded by the wood panel composed of merbau top layer and larch core and bottom layers, whereas that composed of the teak top layer and tulip core and bottom layers showed the lowest relative creep.