• Geomechanics and Engineering
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• 제35권4호
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• pp.449-464
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• 2023

Advanced nonlinear effective stress constitutive models are started to be frequently used in one-dimensional (1D) and two-dimensional (2D) site response analysis for assessment of porewater generation and liquefaction potential in soft soil deposits. The emphasis of this research is on the assessment of the implementation of this category of models at the element stage. Initially, the performance of a coupled porewater pressure (PWP) and constitutive models were evaluated employing a catalogue of 40 unidirectional cyclic simple shear tests with a variety of relative densities between 35% and 80% and effective vertical stresses between 40 and 80 kPa. The authors evaluated three coupled constitutive models (PDMY02, PM4SAND and PDMY03) using cyclic direct simple shear tests and for decide input parameters used in the model, procedures are recommended. The ability of the coupled model to capture dilation as strength is valuable because the studied models reasonably capture the cyclic performance noted in the experiments and should be utilized to conduct effective stress-based 1D and 2D site response analysis. Sandy soils may become softer and liquefy during earthquakes as a result of pore-water pressure (PWP) development, which may have an impact on seismic design and site response. The tested constitutive models are mathematically coupled with a cyclic strain-based PWP generation model and can capture small-strain stiffness and large-strain shear strength. Results show that there are minor discrepancies between measured and computed excess PWP ratios, indicating that the tested constitutive models provide reasonable estimations of PWP increase during cyclic shear (r_u) and the banana shape is reproduced in a proper way indicating that dilation and shear- strain behavior is well captured by the models.

• 한국생물공학회:학술대회논문집
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• 한국생물공학회 2003년도 생물공학의 동향(XII)
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• pp.40-44
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• 2003

Soil-borne infectious disease including Pythium aphanidermatum and Rhizoctonia solani causes severe damage to plants, such as cucumber. This soil-borne infectious disease was not controlled effectively by chemical pesticide. Since these diseases spread through the soil, chemical agents are usually ineffective. Instead, biological control, including antagonistic microbe can be used as a preferred control method. An efficient method was developed to select an antagonistic strain to be used as a biological control agent strain. In this new method, surface tension reduction potential of an isolate was included in the ‘decision factor’ in addition to the other factors, such as growth rate, and pathogen inhibition rate. Considering these 3 decision factors by a statistical method, an isolate from soil was selected and was identified as Bacillus sp. GB16. In the pot test, this strain showed the best performance among the isolated strains. The lowest disease incidence rate and fastest seed growth was observed when Bacillus sp. GB16 was used. Therefore this strain was considered as plant growth promoting rhizobacteria (PGPR). The action of surface tension reducing component was deduced as the enhancement of wetting, spreading, and residing of antagonistic strain in the rhizosphere. This result showed that new selection method was significantly effective in selecting the best antagonistic strain for biological control of soil-borne infectious plant pathogen. The antifungal substances against P. aphanidermatum and R. solani were partially purified from the culture filtrates of Bacillus sp. GB16. In this study, lipopeptide possessing antifungal activity was isolated from Bacillus sp. GB16 cultures by various purification procedures and was identified as a surfactin-like lipopeptide based on the Fourier transform infrared spectroscopy (FT-IR), nuclear magnetic resonance (NMR), high performance liquid chromatography mass spectroscopy (HPLC-MS), and quadrupole time-of-flight (Q-TOF) ESI-MS/MS data. The lipopeptide, named GB16-BS, completely inhibited the growth of Pythium aphanidermatum, Rhizoctonia solani, Penicillium sp., and Botrytis cineria at concentrations of 10 and 50 mg/L, respectively. A novel method to prevent the foaming and to provide oxygen was developed. During the production of surface active agent, such as lipopeptide (surfactin), large amount of foam was produced by aeration. This resulted in the carryover of cells to the outside of the fermentor, which leads to the significant loss of cells. Instead of using cell-toxic antifoaming agents, low amount of hydrogen peroxide was added. Catalase produced by cells converted hydrogen peroxide into oxygen and water. Also addition of corn oil as an oxygen vector as well as antifoaming agent was attempted. In addition, Ca-stearate, a metal soap, was added to enhance the antifoam activity of com oil. These methods could prevent the foaming significantly and maintained high dissolved oxygen in spite of lower aeration and agitation. Using these methods, high cell density, could be achieved with increased lipopeptide productivity. In conclusion to produce an effective biological control agent for soil-borne infectious disease, following strategies were attempted i) effective screening of antagonist by including surface tension as an important decision factor ii) identification of antifungal compound produced from the isolated strain iii) novel oxygenation by $H_2O_2-catalase$ with vegetable oil for antifungal lipopeptide production.

• 한국생산제조학회지
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• 제19권5호
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• pp.637-644
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• 2010

This paper presents a reliability-based shape optimization (RBSO) using the growth-strain method. An actual design involves uncertain conditions such as material property, operational load, Poisson's ratio and dimensional variation. The purpose of the RBSO is to consider the variations of probabilistic constraint and performances caused by uncertainties. In this study, the growth-strain method was applied to shape optimization of reliability analysis. Even though many papers for reliability-based shape optimization in mathematical programming method and ESO (Evolutionary Structural Optimization) were published, the paper for the reliability-based shape optimization using the growth-strain method has not been applied yet. Growth-strain method is applied to performance measure approach (PMA), which has probabilistic constraints that are formulated in terms of the reliability index, is adopted to evaluate the probabilistic constraints in the change of average mises stress. Numerical examples are presented to compare the DO with the RBSO. The results of design example show that the RBSO model is more reliable than deterministic optimization. It was verified that the reliability-based shape optimization using growth-strain method are very effective for general structure. The purpose of this study is to improve structure's safety considering probabilistic variable.

• International Journal of Precision Engineering and Manufacturing
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• 제8권4호
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• pp.56-62
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• 2007

An analytical method to predict the post-weld deformation at the heat-affected zone (HAZ) is presented in this paper. The method was based on the assumption that the post-weld deformation is caused by external forces resulting from the inherent strain, which is defined as the irrecoverable strain after removing structural restraints and loadings. In general, the equivalent loading method can be used to analyze distortions in welding areas because it is efficient and effective. However, if additional loads are applied after welding, it is difficult to determine the final strain on a welded structure. To determine the final strain of a welded structure at the HAZ more accurately, we developed a modified equivalent loading method based on the inherent strain that incorporated hardening effects. The proposed method was applied to calculate the residual stress at the HAZ. Experiments were also conducted on welded plates to evaluate the validity of the proposed method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.335-342
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• 2000

In this study, the swelling characteristics of reconstituted clayey soil were investigated by STD and CRS test. The strain rate during loading was constant i.e. 0.05 %/min, 0.03 %/min and during unloading was varied in proportion to 1/1, 1/5, 1/10 and 1/15 of strain rate during loading. From this study the following conclusions were obtained; (1) There were similar values, especially, during unloading in case of 1/10 or 1/15 of strain rate during loading and the test results between STD and CRS were much to be alike. (2) The cross point of effective stress versus excess pore water pressure ratio curve, was increased during unloading, while the stress level of the cross point was decreased. The stress level can be separated into two zones according to the swelling index named Cs1 and Cs2. From the test results, the values of Cs1 were approximately constant irrespective of strain rate during unloading, but the values of Cs2 were much influenced by strain rate. (3) In CRS consolidation tests, it was found that unloading strain rate did not affect on the existence of zone.

• 한국지반공학회지:지반
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• 제14권4호
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• pp.47-60
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• 1998

본 연구에서는 남해안 해성점토의 일정변형률 압밀특성을 파악하기 위해 표준압밀시첩과 변형률 속도가 다른 일정변형율 압밀시험을 수행하고 이들 결과를 비교.분석하였다. 표준압밀시험 및 일정변형율 시험에서 선행압밀하중을 산정하기 위하여 여러 제안된 방법을 사용하였으며 각 방법의 적용성을 검토하였다. 또한, 변형률 속도가 응력-변형뮬 관계, 간극수압, 그리고 선행압밀 하중에 미치는 영향을 분석하였다. 해석결과에 의하면 압밀곡선의 분포와 선행압밀하중비($a_2=\sigma'_{pCRS}/\sigma'_{pConv}$)는 변형률 속도의 영향을 받지만, 정규압 밀구간의 압축지수는 상대적으로 변형률 속도의 크기와 무관한 것으로 나타났다. 해성점토의 선행압밀하중비는 변형률 속도의 대수축척에 비례하여 증가하는 것으로의 변형률 속도에서 평균적으로 1.11~1.30의 분포를 보였다. 일정변형률 압밀시험에서 간극수압비는 변형플 속도가$6.67\times10^{-4}$ %sec일 때를 제외하고는 6.0%를 초과하지 않는 것으로 나타났다. 정규압밀구간의 압축지수, 압밀계수와 투수계수는 각각 0.59~0.95, $0.56\times10^{-3}~3.0\times10^{-3} cm^2/sec,\; 그리고 \;2.0\times10^4~7.0\times10^{-4} cm/sec$의 분포를 보였다.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2017년도 제48회 춘계학술대회논문집
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• pp.825-831
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• 2017

본 연구에서는 외부하중을 고려하여 Fulton과 Vasiliev가 제안한 돔형상 식을 적용하여 복합재 압력용기의 돔형상을 설계하고 해석하였다. 돔형상 설계변수로는 0.1 ~ 0.5 의 오프닝 반경비와 40kN ~ 200kN의 추력을 적용하고, 해석에는 상용 유한요소해석 프로그램인 ABAQUS를 사용하였다. 복합재 압력용기 내면과 외면의 섬유방향 변형률을 계산한 결과, Fulton 돔의 경우 ${\rho}_0$가 커질수록 변형률 기울기가 작아지고, Vasiliev 돔은 뚜렷한 경향성이 나타나지 않는다. 또한 ${\rho}_0{\leq}0.1$일 경우 모든 추력에서 Fulton 돔이 변형률 기울기가 더 큰 것을 확인 할 수 있었다. 0.1<${\rho}_0$<0.35인 경우 주어진 추력 범위에서 변형률 기울기가 역전되는 형상을 보이며, $0.35{\leq}{\rho}_0$에서는 모든 구역에서 Vasiliev 돔이 변형률 기울기가 더 크게 나타나 압력용기의 설계에 적용하는 것이 효과적이라고 판단된다. 또한 복합재 압력용기의 변형률 기울기로 인해 발생하는 수지균열을 고려한 돔형상 설계가 필수적이다.

• 구강회복응용과학지
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• 제26권4호
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• pp.405-417
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• 2010

그 동안 많은 연구와 실험에서 운동 중 외상에 대한 마우스가드의 악골, 치아 및 구강조직의 보호 효과를 확인하였다. 그러나 치아 및 구강조직의 장애는 강한 외상 외에도 힘이 반복적으로 가해지는 이악물기와 같은 장애로도 발생한다. 이러한 장애는 주로 구치부의 병적인 교모, 치조골 흡수, 치아 상실 및 교합의 붕괴로 나타난다. 마우스가드의 장착이 이러한 장애를 예방하는데 유효한 것으로 생각되나 그 효과는 충분히 검토되지 않았다. 이 연구에서는 이악물기에 의해 치아에 발생되는 뒤틀림을 마우스가드가 효과적으로 감소시킬 수 있는지를 알아보기 위해 스트레인 게이지를 이용 하였다. 7명의 건강한 성인의 치료경험이 없는 하악 제1대구치를 피검치로 선정하고 이축(bi-axial)의 스트레인 게이지를 치아 협면에 접착 하였다. load cell에 의해 측정된 최대 교합력을 기준으로 최초 치아 접촉, 중간 강도의 교합력, 최대 강도의 교합력으로 이악물기 강도를 3단계로 구분 하였다. 마우스가드 장착 전 세 단계의 이악물기 강도에서 치아에 발생하는 스트레인을 측정하고, 마우스가드 장착 후에도 같은 방법으로 측정하였다. 마우스가드 장착 전과 후 각각 세단계의 이악물기 단계 사이의 치아에 발생하는 스트레인의 변화를 분석하였다. 마우스가드 장착 전 후에 치아에 발생하는 스트레인의 변화를 분석하였다. SPSS 13.0 프로그램을 이용 (Wilcoxon signed rank test) 95%의 유의수준에서 통계분석 하였다. 마우스가드 장착 전 치아에 발생하는 스트레인은 이악물기 강도가 증가함에 따라 증가 하였다. 마우스 장착 후에도 치아에 발생하는 스트레인은 이악물기 강도가 증가함에 따라 증가 하였다. 모든 피검자에서 이 악물기 강도에 상관없이 마우스가드 장착으로 스트레인이 감소하였다. 치아의 최초 접촉 시에만 통계적 유의성이 없었으며 최대 이악물기 강도에서는 치아에 발생되는 스트레인이 50-90% 감소하였다. 마우스가드는 이 악물기에 의해 발생되는 치아의 뒤틀림을 감소시켰다. 그러므로 마우스가드는 운동 중에 의식적 무의식적으로 발생되는 이 악물기에 의한 치아의 손상을 효과적으로 예방할 수 있을 것이다.

• 한국환경보건학회지
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• 제1권1호
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• pp.46-51
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• 1974

The agar plate titrations of antibiotic sensitivities of Salmonella and Shigella isolated from human during 1967 to 1972 were studies. 1. The most effective antibiotics against Salmonella and Shigella were chloramphenicol, tetracycline, kanamycin, minomycin, and gentamycin. 2. All strain of Salmonella typhi were resistant to cloxacilline. 3. The most effective antibiotics against Shigella were kanamycin, gentamycin and minomycin.

• 한국운동역학회지
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• 제15권1호
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• pp.155-176
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• 2005

There is some evidence that one of major factors to produce plantar fasciitis depends on the magnitude of the foot arch strain. The orthotics that can reduce the foot arch strain during locomotion may be effective to prevent or treat plantar fasciitis. Therefore, the purpose of this study was to investigate the effect of control condition and three types of foot orthotics on 3-dimensional foot arch strain that can produce plantar fasciitis during treadmill level and uphill walking and running. Sixteen male subjects are recruited and the arch length and height strain according to three types of foot orthotics with respect to control condition were measured by using two digital video cameras. The first hypothesis which the comfort of foot orthotics would be increased from arch pad, half length orthotics to full length orthotics was mostly accepted. It suggested that the types of the foot orthotics could be properly prescribed according foot regions that is pain or abnormal. The second hypothesis which the foot arch strain can be reduced by foot orthotics during level heel-toe walking and running and the third hypothesis which the foot arch strain can be reduced by foot orthotics during uphill heel-toe walking and running were rejected. The foot arch length and height strain during walking and running showed small and subject-specific characteristics and could not be optimal biomechanical variable to prove the overall comfort. The forth hypothesis which the foot arch strain cannot be reduced by foot orthotics during uphill toe walking and running was accepted. With the foot arch length and height strain during uphill toe walking and running the windlass mechanism suggested by Hicks can be explained successfully and excessive uphill toe walking and running can be one of cause of plantar fasciitis. The dynamic investigation on the foot arch such as walking and running should be carefully observed with integrated insights considering ligaments and foot bones as well as plantar fascia, extrinsic muscles and tendons, and intrinsic muscles and tendons.