This study was conducted to evaluate the effect of self-sensing performance on strain-hardening cement composite containing CNT by curing age. The mixing amount of CNT was set at 1.0%, and SHCC fibers were mixed with PE 1.0% and steel fiber 0.5%. The electrical resistance measurement for the tensile strain sensing performance was based on AC method and 4 probe methods. Test results indicated that electrical sensitivity of SHCC decreased with an increase in curing age.

In this research, Sensing Performance in Tensile Strain of Strain-Hardening Cement Composites by Containing of Carbon nanotube have been studied. The ultimate strength and strain were improved with increasing in amounts of CNT, and fractional change in resistivity were improved when same tensile strain. and %LE were decreased with increasing in amounts of CNT.

This study investigated the relationship among seven species of trichoderma through the identification of strains collected in Korea. The phylogenetic tree among the collected strains was classified into four groups. The trichoderma strains isolated in this way showed inhibitory effect on the fusarium wilt which is parasitic to cotyledon stem..The invisibility of J9, J10, J13 and J16 strains were higher in comparison with other strains in vitro test stand, and their spore production level was also higher. In the aluminum ring tests, it showed that the yield of the spores in J9, J10 and J13 were more than any other strain. As a result conducting the port test for cucumbers, the plant lengths of J13 were larger than the control plot, and the root lengths of all strains, except for J2 were longer than the control plot, and the root weights of J1, J9, J10, J13 and J16 were larger than the control plot. The disease severity for the fusarium wilt showed the smallest values at J13 and J16 in comparison with the control plot, and the control values of J13 and J16 were higher than other strains.

본 논문에서는 압축파괴에너지를 이용하여 고강도 구속콘크리트에 대한 응력-변형률 모델을 제안하였다. 참고문헌[5]에서 저자가 실시한 압축실험에는 변형률 게이지를 부착한 아크릴 막대를 실험체의 중앙부에 매립하여 압축부재의 국부 변형률 측정을 시도하였다. 이 아크릴 막대를 이용한 국부 변형률 측정은 매우 효과적인 것으로 나타났다. 압축파괴영역길이는 아크릴 막대로부터 측정된 국부 변형률 분포에 기초하여 정의되었다. 구체적으로, 구속콘크리트의 국소파괴영역길이는 압축강도 발현시의 변형률 εcc의 2배 이상 변형률이 증가하는 영역으로 정의하였다. 또한, 동일한 횡구속압을 받는 압축부재에 흡수된 에너지양은 부재의 형상이나 크기에 관계없이 일정하다는 가정에서 압축파괴에너지를 도입한 구속콘크리트의 응력-변형률 관계를 제안하였다. 본 연구에서 제안된 모델은 본 연구의 실험결과뿐만 아니라 타 연구자들의 실험결과를 대체적으로 잘 예측하는 것으로 나타났다.

This study presents a technique for measuring the local strain of RC columns using high strength materials. A acrylic rod with strain gauges at intervals of 5 mm were embedded in high-strength RC columns. Under uniaxial compression loading, the local strain of the column was measured with strain gauges attached to the acrylic rod. It was confirmed from experimental results that the technique applied in this study is very effective in measuring the local strain of high-strength RC columns and the compressive failure of the high-strength RC columns is concentrated in some local regions.

The flexural behavior of ECC according to the tensile strain capacity was analytically estimated with the layered section method. Moment-curvature curve was first obtained, then load-deflection relation was calculated. The analytical result indicated that there was noticeable increase in deflection at peak load with the higher tensile strain capacity within 3.0%, and it was found that more than 3% strain capacity did not provide higher deflection but helped improve the load resistance.

The purpose of this study was to evaluate the direct tensile fracture behavior of fiber hybrid reinforced cement composite by strain rate. Experiment result, it was confirmed that PVA suppressed the microcrack around the steel fiber at the strain rate 101/s, which resulted in the improvement of the pullout resistance of the steel fiber.

The basis of capacity design has been explicitly or implicitly regulated in most bridge design specifications. It is to guarantee ductile failure of entire bridge system by preventing brittle failure of pier members and any other structural members until the columns provides fully enough plastic rotation capacity. Brittle shear is regarded as a mode of failure that should be avoided in reinforced concrete bridge pier design. To provide ductility behavior of column, the one of important factors is that flexural hinge of column must be detailed to ensure adequate and dependable shear strength and deformation capacity. In particular, this study focused on assessing transverse reinforcement contribution to the column shear strength. Transverse reinforcement contribution measured during test. Each three components of transverse reinforcement contribution, axial force contribution and concrete contribution were investigated and compared. It was assessed that the concrete stresses of all specimen were larger than stress limit of Korea Bridge Design Specifications.

There are two kinds of post-tensioning system for nuclear power plants. one is bonded-type and the other is unbonded-type post-tensioning system. It is difficult to directly evaluate the effective tensile force of tendon in the case of bonded-type. Therefor, it can be evaluated by system identification(SI) method. In order to use SI technique, it should be obtained the strain measurement results of the containment building wall. This paper is mainly focused on the stain measurement according to the internal pressure of containment building using fiber optic sensor and tried to use it as a basic data of the SI technique in the future.

Distributed optical fiber sensors have been developed to detect the occurrence of structural anomalies such as excessive stresses, cracks, and leaks at arbitrary locations in the facility. In this paper, we demonstrate fiber optic OFDR (Optical Frequency Domian Reflectometry) sensor to measure strain and temperature through the sensing optical fiber. A PVC pipe was prepared to show the strain measurement performance with a sensing optical fiber attached on the pipe. Also, a temperature test was performed with a sensing optical fiber located in a temperature chamber. In the results, this sensor can operate to resolve 14.2 micro strain and 1.62 degree temperature at the condition of 5 cm spatial resolution.

This study aimed to provide basic evidence regarding the development of materials by analyzing the physicochemical properties and antioxidant activities of Streptococcus thermophilus KCCM 3782 strain-fermented Cordyceps militaris grown on Tenebrio molitor. Among the solvents tested, DPPH radical scavenging activity was the highest in the hot water-extracted sample after 30 min of extraction. Moisture content decreased, whereas crude protein and fat content increased, after lactic acid bacteria-mediated fermentation. Sodium, magnesium, calcium, and zinc contents increased, with potassium levels attaining the maximum value, whereas free amino acid content decreased after the fermentation. Among Hunter's color values, a value increased to 66.7→149.92 after fermentation, whereas the L and b values decreased to 15.79→-15.75 and 54.45→0.01, respectively. Cordycepin content assay increased from 7.02 mg% to 8.66 mg%. The DPPH free radical scavenging activity of the fermented product was 91.92 EDA%, which was higher than that of the extract (84.69 EDA%). The ABTS free radical scavenging and superoxide dismutase (SOD) activities were also higher in the fermented products.

Pectobacterium carotovorum subsp. carotovorum was found to be highly virulent to various vegetables, including Chinese cabbage. The antibacterial isolate CAB12243-2 was tested in a field bioassay for suppressing soft rot disease. The nucleotide sequencing of the 16S rRNA gene identified, the CAB12243-2 strain used in this study as Bacillus toyonensis. B. toyonensis CAB12243-2 inhibited the pectate lyase process by soft rot pathogens, and used trehalose and glucose as carbon sources. In field tests, the antibacterial isolate B. toyonensis CAB12243-2 suppressed soft rot disease with 73.0% control efficacy on the spring cultivar “Norangbom” and with 68.9% efficacy on the fall cultivar “Bulam 3”. These results suggest that B. toyonensis CAB12243-2 can be used as a biological control agent for the control of soft rot diseases on vegetables.

철근콘크리트 교량에 대한 대부분의 내진설계기준들은 전체 교량 시스템의 붕괴를 방지하기 위한 성능보장설계를 암시적 또는 명시적으로 적용하고 있다. 이러한 개념 및 규정들을 명시하는 이유는 교량 전체 시스템에 설계지진하중이 작용하는 동안 철근콘크리트 교각들 이 완전한 소성회전성능을 발휘할 때까지 구조적인 다른 구성요소들의 취성적인 파괴를 방지하기 위함이다. 이를 위해 철근콘크리트 교량에 대한 내진설계기준들에서는 취성적인 전단파괴를 피하도록 규정하고 있다. 성능보장의 중요한 요소 중의 하나가 교각의 연성거동을 보장하기 위한 전단강도가 충분히 확보되어야 하고 신뢰할 수 있어야 한다. 실험체 8개에 대하여 실험을 수행하였으며 모든 실험체에서 변위비 1.5%에 서 다수의 휨-전단 균열이 발생되었고 최종단계까지 균열폭이 증가되었고 균열이 진전되었다. 휨-전단 균열의 각도는 부재 축과 42°~ 48°의 범 위로 계측되었다. 본 연구에서는 실험에서 계측된 횡방향철근이 부담하는 전단강도에 대한 분석을 중심으로 하였다. 횡방향철근이 부담하는 전단강도, 축력 작용에 의한 전단강도, 콘크리트에 의한 전단강도 등 3요소에 대해 분석하였고 비교하였다. 실험체들의 콘크리트 응력은 도로 교설계기준의 응력한계를 초과하였다.

In this study, the fiber blending ratio and strain rate effect on the tensile behavior of hybrid fiber reinforced cement composite was evaluated. Hooked steel fiber and polyvinyl alcohol fiber were used for reinforcing fiber. The fiber blending ratio of HSF+PVA were 1.5+0.5, 1.0+1.0 and 0.5+1.5vol.%. As a results, the tensile strength, strain capacity and fracture toughness of the hooked steel fiber reinforced cement composites were improved by the increase of the bond strength of the fiber and the matrix according to increase of strain rate. However, the tensile stress sharply decreased after the peak stress because of the decrease in the number of straightened pull-out fibers by micro cracks in the matrix around hooked steel fiber. On the other hand, PVA fiber showed cut-off fracture at strain rate 10-6/s with multiple cracks. However, at the strain rate 101/s, the multiple cracks and strain capacity were decreased because of the pull-out fracture of PVA fiber. The HSF1.5PVA0.5 shown the highest tensile strength because the PVA fiber suppressed the micro cracks in the matrix around the hooked steel fiber and improved the pull-out resistance of hooked steel fiber. Thus, DIF of strain capacity and fracture toughness of HSF1.5PVA were greatly improved. In addition, the synergistic response of fracture toughness was positive because the tensile stress was slowly decreased after the peak stress by improvement of the pull-out resistance of hooked steel fiber at strain rate 101/s

This study was conducted to develop a predictive model for the growth of Escherichia coli strain RC-4-D isolated from red kohlrabi sprout seeds. We collected E. coli kinetic growth data during red kohlrabi seed sprouting under isothermal conditions (10, 15, 20, 25, and 30°C). Baranyi model was used as a primary order model for growth data. The maximum growth rate (μmax) and lag-phase duration (LPD) for each temperature (except for 10°C LPD) were determined. Three kinds of secondary models (suboptimal Ratkowsky square-root, Huang model, and Arrhenius-type model) were compared to elucidate the influence of temperature on E. coli growth rate. The model performance measures for three secondary models showed that the suboptimal Huang square-root model was more suitable in the accuracy (1.223) and the suboptimal Ratkowsky square-root model was less in the bias (0.999), respectively. Among three secondary order model used in this study, the suboptimal Ratkowsky square-root model showed best fit for the secondary model for describing the effect of temperature. This model can be utilized to predict E. coli behavior in red kohlrabi sprout production and to conduct microbial risk assessments.

In this study, the behavior of column rebar in non-reinforced specimens (BF) was evaluated as part of the development of seismic retrofitting systems for public buildings such as school buildings. This is a very useful work because it can show the deformation state of the main bars according to the hysteretic behavior of lateral loads. When yielding the specimen, the main bar was yielded. and the deformation of stirrup at the inflection point position hardly occurred. These results will be used as a key index to evaluate the yield state of the structure from the deformation comparison of the reinforced specimens.

The purpose of this study was to evaluate the tensile fracture behavior of fiber hybrid reinforced cement composite according to the strain rate. Experiment result, it was confirmed that the number of cracks and the strain capacity tended to decrease with increasing PVA fiber volume fraction at the strain rate of 101/s.

본 연구는 갑상샘 탄성초음파에서 탄성도 점수와 변형비를 이용한 방법이 양성과 악성결절의 감별진단 에 유용한지를 평가하였다. 탄성초음파를 시행한 597명을 대상으로 하였으며, 세침흡인세포검사 결과를 바 탕으로 후향적인 분석을 하였다. 갑상샘 결절의 양성과 악성에 따른 5단계의 탄성도 점수와 변형비의 차이 분석은 카이제곱검정과 Mann-Whitney U test를 실시하였다. ROC 곡선분석을 통해 악성결절의 예측을 위한 탄성도 점수와 변형비의 최적의 cut off 값을 결정하였다. 양성과 악성결절 군의 분류에 따른 탄성도 점수의 동질성 비교와 변형비의 차이검증 결과에서 각각 통계적으로 유의한 차이를 보였으며(p=0.000), ROC 곡선 분석에서 양성과 악성결절의 예측을 위한 탄성도 점수와 변형비의 AUC 0.842, 0.700, cut-off 값 3, 2.49로 결정되었다(p=0.001). 따라서 탄성도 점수와 변형비는 갑상샘 결절의 감별진단에 도움을 줄 수 있을 것이다.

피부의 생태계는 미생물에게 다양한 형태의 서식처를 제공하며, 광범위한 미생물들이 살고 있다. 숙주인 사람은 이들과 공생관계를 이루고 있으며, 이들은 숙주에 많은 긍정적인 영향을 미친다. 피부에 분포하는 미생물 들의 다양한 대사물질은 피부세포에 영향을 미치고, 피부장벽 기능, 노화방지 및 항염증에 광범위한 효능을 나타 내는 것으로 알려져 있다. 본 연구에서는 사람의 피부에서 신규한 Sporichthyaceae bacterium strain K-07을 분리하였고, 해당 미생물의 16S rRNA 분석결과 Sporichthya속의 미생물과 상동성이 93.4%인 것으로 신규 속(genus)으로 확인되었다. 그리고 신규로 분리된 K-07 배양액을 처리하였을 때, HaCaT cell에 어떤 변화가 나타나는지에 대한 분석을 실시하였다. 분리된 신규 미생물 strain K-07의 16S rRNA sequence 분석결과 상 동성이 93.4% 이하로 확인되었고, 보고되지 않은 새로운 종으로 확인되었다. Filaggrin, cluadin1, claudin4, αSMase, 및 CerS3 / HAS3 및 aquaporin3 / IL-6 및 TNF-α / TSLP 및 TARC를 대상으로 strain K-07 배양액을 처리하여 변화를 관찰하였다. 그 결과 filaggrin, cluadin1, claudin4, αSMase, 및 CerS3 / HAS3 및 aquaporin3에서는 음성 대조군 대비 우수한 증가 효과가 나타남을 확인하였다. 그리고 IL-6 및 TNF-α / TSLP 및 TARC에 대해서도 우수한 억제능을 나타내는 것을 확인하였다. 결론적으로 신규 미생물 strain K-07 배양액은 피부 장벽활성 증진에 매우 효과적인 작용을 하며, 염증 억제에 우수한 효능을 나타내는 것으로 확인되 므로 피부에 효과적인 소재로 사용될 수 있을 것이다.