• 비파괴검사학회지
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• 제27권6호
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• pp.501-508
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• 2007

This paper presents the feasibility of using electromechanical impedance based active sensing technique for nondestructive strength gain monitoring of early-age concrete by employing piezoelectric lead-zirconate-titanate (PZT) patches on concrete surface. The strength development of early age concrete is actively monitored by performing a series of experiments on concrete specimens under moist curing condition. The electrical admittance signatures are acquired for five different curing ages and compared with each other. The resonant frequency shifts of PZT patches with increasing days is observed which is on account of additional stiffening due to strength gain of concrete during curing and level of stiffening being related to strength obtained from compression tests on companion cylinder specimens. The proposed approach is found to be suitable for monitoring the development of compressive strength in early-age concrete. It is also observed in this study that root mean square deviation (RMSD) in admittance signatures of the PZT patches can also be used as an indicator of concrete strength development.

• Restorative Dentistry and Endodontics
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• 제46권3호
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• pp.32.1-32.10
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• 2021

Objectives: This study aimed to evaluate the effect of the application method of universal adhesives on the shear bond strength (SBS) of repaired composites, applied with different thicknesses. Materials and Methods: The 84 specimens (Filtek Z350 XT) were prepared, stored in distilled water for a week and thermocycled (5,000 cycles, 5℃ to 55℃). They were roughened using 400-grit sandpapers and etched with phosphoric acid. Then, specimens were equally divided into 2 groups; Single Bond Universal (SU) and Prime&Bond Universal (PB). Each group was subdivided into 3 subgroups according to application methods (n = 14); UC: 1 coat + uncuring, 1C: 1 coat + curing, 3C: 3 coats + curing. After storage of the repaired composite for 24 hours, specimens were subjected to the SBS test and the data were statistically analyzed by 2-way analysis of variance and independent t-tests. Specimens were examined with a stereomicroscope to analyze fracture mode and a scanning electron microscope to observe the interface. Results: Adhesive material was a significant factor (p = 0.001). Bond strengths with SU were higher than PB. The highest strength was obtained from the 1C group with SU. Bonding in multiple layers increased adhesive thicknesses, but there was no significant difference in SBS values (p = 0.255). Failure mode was predominantly cohesive in old composites. Conclusions: The application of an adequate bonding system plays an important role in repairing composite resin. SU showed higher SBS than PB and the additional layers increased the adhesive thickness without affecting SBS.

• 콘크리트학회논문집
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• 제16권5호
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• pp.725-731
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• 2004

A field test program was conducted for the newly placed concrete pavement of US Interstate Highway 10 between March 26th and 28th, 2003. The test section was located between Van Horn and Sierra Blanca in Hudspeth County approximately 130 km east of El Paso, Texas. The main objective of the test was collecting moisture-related data to validate the models of effective curing thickness, evaporation rate, and moisture-based maturity. Effect of moisture loss on drying shrinkage strain was studied using additional test instrumentation.

• Restorative Dentistry and Endodontics
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• 제36권6호
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• pp.483-489
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• 2011

연구목적: 본 연구의 목적은 글리세린의 도포가 복합레진의 중합 후 표면경도에 미치는 효과를 알아보고자 하였다. 연구 재료 및 방법: 디스크 형태의 황동 몰드에 복합레진(Z-250, 3M ESPE)을 충전 후 다음과 같이 광중합 하였다. 1군(대조군)은 복합레진 표면을 공기 중에 노출한 후 40초 동안 광조사, 2군은 표면을 Mylar strip으로 덮은 후 40초 광조사, 3군은 표면을 glycerin으로 도포 후 40초 광조사, 4군은 공기 중에 노출시켜 20초 광조사한 다음 시편 표면에 glycerin으로 도포한 후 추가로 20초 동안 광조사 하였다. 각 그룹당 20개의 시편을 준비하였고, 연마 후 또는 연마를 하지 않고 시편의 표면경도를 측정하였다. 5일 후 각 시편의 표면경도를 재 측정하였다. 데이터는 three-way ANOVA와 Tukey's post hoc test를 이용하여 분석하였다. 결과: 중합 직 후, 연마하지 않은 시편의 표면경도는 2군 > 3군 > 4군 > 1군의 순이었다. 연마한 경우 각 군 사이의 유의한 차이는 없었다. 같은 군 내에서는 5일 후 표면경도가 중합 직 후 보다 증가하였고 연마한 경우가 연마하지 않은 경우보다 더 높은 표면경도를 나타냈다. 결론: 중합 후 복합레진의 표면경도를 증가시키기 위한 가장 좋은 방법은 연마였고, 중합 전 Mylar strip의 사용이나 glycerin의 도포 역시 중합된 복합레진의 표면경도를 증가시켰다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 토목섬유 학술발표회 논문집
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• pp.143-155
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• 1999

An experimental study has been carried out to investigate the reinforcing effect of marine dredging clay(MDC) mixed with the Micro-Fiber(MF). A series of laboratory tests was performed using specimens of MDC alone and MDC with MF by means of uniaxial and triaxial compression test. In the test programme, three stages of water content of MDC were chosen according to the elapsed time after dredging, and content and length of MF were considered as important factors for reinforcing effect. And the developed strength due to curing was measured both in MDC and composite. The enhancement of strength of composite was found to be increased with the increasing content and length of MF, and curing time, and with decreasing water content of MDC. An additional study has been made for in-situ trafficability on the soft reclaimed ground by MDC due to high water content. It was found that the waste lime was to be applicable for this purpose to get a reinforcing effect of MDC. A further study would lead to the better understanding of the reinforcing mechanism of the composite.

• 한국도로학회논문집
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• 제7권3호
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• pp.23-30
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• 2005

콘크리트 내부의 습도분포와 변화를 예측하는 것은 현장에서 콘크리트의 양생품질을 향상시키기 위하여 필수적이다 콘크리트의 습도는 주로 표면습도를 경계조건을 사용하는 수치해석을 통하여 예측된다. 하지만, 표면습도를 정확히 측정하기 어려우므로 거의 모든 수치해석에 표면습도 대신 대기습도를 사용하여 왔다. 본 논문에서는 표면습도를 정확하게 측정할 수 있는 방법을 제시하고 일련의 실내실험을 통하여 측정된 대기습도와 콘크리트의 내부 및 표면습도를 보여준다. 이와는 별개의 실험을 통하여 타설 직후의 콘크리트가 낮은 습도를 나타내는 원인을 조사하였다. 측정된 습도를 이용하여 콘크리트의 표면습도를 예측할 수 있는 모형을 개발하였으며 추가적인 실험을 통하여 모형의 유효성을 검증하였다.

• 전기전자학회논문지
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• 제24권1호
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• pp.140-146
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• 2020

We investigated light extraction film based on polymer dispersed liquid crystal (PDLC) for application in organic light emitting diodes (OLEDs). At least 30 seconds of direct UV irradiation process for curing PDLC film on a bottom-emitting OLEDs was successfully achieved without damage on the intrinsic properties of the OLED. We demonstrated that high haze and transmittance can be tuned simultaneously by controlling the UV curing time. By adding PDLC as an external layer without any additional treatment, the light scattering and extraction is increased. Consequently, a PDLC scattering film with 89.8% and 59.9 of total transmittance and haze respectively, achieved about 16% of light intensity enhancement from integrating sphere measurement.

• Restorative Dentistry and Endodontics
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• 제40권4호
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• pp.299-305
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• 2015

Objectives: The purpose of this study was to investigate the effectiveness of multiple decontamination procedures for salivary contamination after curing of a universal adhesive on dentin bond strength according to its etch modes. Materials and Methods: Forty-two extracted bovine incisors were trimmed by exposing the labial dentin surfaces and embedded in cylindrical molds. A universal adhesive (All-Bond Universal, Bisco) was used. The teeth were randomly divided into groups according to etch mode and decontamination procedure. The adhesive was applied according to the manufacturer's instructions for a given etch mode. With the exception of the control groups, the cured adhesive was contaminated with saliva for 20 sec. In the self-etch group, the teeth were divided into three groups: control, decontamination with rinsing and drying, and decontamination with rinsing, drying, and adhesive. In the etch-and-rinse group, the teeth were divided into four groups: control, decontamination with rinsing and drying, decontamination with rinsing, drying, and adhesive, and decontamination with rinsing, drying, re-etching, and reapplication of adhesive. A composite resin (Filtek Z350XT, 3M ESPE) was used for filling and was cured on the treated surfaces. Shear bond strength was measured, and failure modes were evaluated. The data were subjected to one-way analysis of variation and Tukey's HSD test. Results: The etch-and-rinse subgroup that was decontaminated by rinse, drying, re-etching, and reapplication of adhesive showed a significantly higher bond strength. Conclusions: When salivary contamination occurs after curing of the universal adhesive, additional etching improves the bond strength to dentin.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
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• pp.5-8
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• 2006

This study investigates the field application, Songdo the # 1st WORLD, on zero-crack construction of the fundamental mass concrete using double bubble sheets and applying low heat mixture. Experimental results of hydration heat analysis showed that crack modulus of concrete incorporating 20% of blast furnace slag cement was 1.0 in 120 hours, representing 50% probability of crack occurrence, thus requiring additional measures. As for a curing method, a specimen insulating two layers of vinyl chloride+double bubble sheets exhibited only $16.5^{\circ}C$ difference between upper and lower sections, and it also showed favorable workability as well as competitive economic side. Therefore it was determined to use it for curing method in this field. For the curing results of practical field, using 2 layers of vinyl chloride+double bubble sheets and applying low heat mixture on the fundamental mass concrete in 3A residential building exhibited less than only $15^{\circ}C$ difference between surface and center section of that in 5 days elapse and less than $20^{\circ}C$ in 9 days. This means that the crack by hydration heat was prevented, and other fields structures also resisted the plastic shrinkage by insulating the vinyl, sinking crack by second temping, even drying shrinkage by the mixture of low unit water. Therefore the crack on the placement has not been found so far, since the construction was started before 6 month.

• 한국구조물진단유지관리공학회 논문집
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• 제25권5호
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• pp.165-172
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• 2021

이 연구는 건설재료로 활용 가능성이 높은 다양한 무기계 재료의 탄소포집에 대한 성능 평가를 목적으로 한다. 이러한 목적을 위해 광물탄산화가 가능한 보통포틀랜드 시멘트(OPC), 고로슬래그 미분말(GGBS), 순환유동층 보일러 애시(CFBC)의 탄산화 반응에 대한 특성 변화를 분석하였다. 촉진 탄산화 실험을 통해 모든 재료에 대한 탄산화 양생을 수행하였으며, 탄산화 재령에 따라 열중량 분석에 의해 탄소포집량을 정량분석하였다. 모든 재료에서 탄소포집 효과가 확인되었고, 실험결과 탄소포집량은 CFBC, OPC, GGBS 순으로 나타났다. CFBC, OPC, GGBS의 28일 탄소포집량은 각각 9.4 wt.%, 3.9 wt.%, wt.1.3 %이다. 탄소포집은 탄산화 초기에 빠르게 발생하였으며, 재령이 증가함에 따라 느리게 발생하였다. SEM 이미지 분석을 통해, 모든 실험체에서 탄산화 양생에 의해 발생된 추가적인 생성물은 탄산칼슘(CaCO₃)으로 나타났다.