• Steel and Composite Structures
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• 제17권3호
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• pp.271-285
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• 2014

This paper aims to examine the behavior of slender reinforced concrete columns confined with external glass fiber reinforced polymers (GFRP) sheets under eccentric loads. The experimental work conducted in this paper is an extension to previous work by the author concerning the behavior of eccentrically loaded short columns strengthened with GFRP wrapping. In this study, nine reinforced concrete columns divided into three groups were casted and tested. Three eccentricity ratios corresponding to e/t = 0, 0.10, and 0.50 in one direction of the column were tested in each group. The first group was the control one without confinement with slenderness ratio equal 20. The second group was the same as the first group but fully wrapped with one layer of GFRP laminates. The third group was also fully wrapped with one layer of GFRP laminates but having slenderness ratio equal 15. The experimental results of another two groups from the previous work were used in this study to investigate the difference between short and slender columns. The first was control one with slenderness ratio equal 10 and the second was fully wrapped and having the same slenderness ratio. All specimens were loaded until failure. The ultimate load, axial deformation, strain in steel bars, and failure mechanisms of each specimen were generated and analyzed. The results show that GFRP laminates confining system is less effective with slender columns compared with short one, but this solution is still applied and it can be efficiently utilized especially for slender columns with low eccentric ratio.

• 동력기계공학회지
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• 제9권4호
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• pp.137-142
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• 2005

The effects of temperature and initial crack length on impact fracture behavior of side plate material of 35 ton class FRP ship, which are composed by glass fiber and unsaturated polyester resin, were investigated. Impact fracture toughness of GF/PE composites displayed maximum value when the temperature of specimen is room temperature and $50^{\circ}C$, and with decrease in temperature of specimen, impact fracture toughness decreased. Impact fracture energy of GF/EP composites decreased with increase in initial crack length of specimen, and this value decreased rapidly when the temperature of specimen is lowest, $-25^{\circ}C$,. It is believed that sensitivity of notch on impact fracture energy were increased with decrease in temperature of specimen. As the GF/EP composites exposed in low temperature, impact fracture toughness of composites decreased gradually owing to the decrease of interface bonding strength caused by difference of thermal expansion coefficient between the glass fiber/polyester resin. Further, decrease of interface bonding strength of composites with decrease in specimen temperature was ascertained by SEM photograph of impact fracture surface.

• Structural Engineering and Mechanics
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• 제63권5호
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• pp.575-583
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• 2017

The study covers the behavior of reinforced concrete deep beams loaded under 4-point bending, failed by shear and repaired using bonding glass fiber reinforced plastics fabrics (GFRP) patches. Two rehabilitation methods have been used to highlight the influence of the composite on the ultimate strength of the beams and their failure modes. In the first series of trials the work has been focused on the reinforcement/rehabilitation of the beam by following the continuous configuration of the FRP fabric. The patch with a U-shape did not provide satisfactory results because this reinforcement strategy does not allow to increase the ultimate strength or to avoid the abrupt shear failure mode. A second methodology of rehabilitation/reinforcement has been developed in the form of SCR (Strips of Critical Region), in which the composite materials reinforcements are positioned to band the inclined cracks (shear) caused by the shear force. The results obtained by using this method lead a superior out come in terms of ultimate strength and change of the failure mode from abrupt shearing to ductile bending.

• 한국통신학회논문지
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• 제37권7B호
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• pp.565-577
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• 2012

최근 비디오 컨텐츠 및 융합 서비스들을 위한 대역 확보가 관건으로 떠오르고 있는 가운데 기존 케이블 사업자들은 Hybrid Fiber Coaxial(HFC) 네트워크를 통해 방송과 IP 기반 서비스를 수행하고 있다. 하지만 HFC 네트워크는 MPEG 기반의 방송 서비스를 목적으로 하기 때문에, 대역확보에 어려움이 있다. 따라서 네트워크 광대역화를 위한 방법이 필요하며 그 중 Radio Frequency over Glass(RFoG) 는 HFC 네트워크가 가지는 대역폭의 한계를 극복하고, 구조를 단순화 시키는 장점을 가지고 있다. 본 논문에서는 RFoG의 특성과 기준, 서비스 품질 등을 살펴보고, 성능 평가를 통해 HFC 대비 RFoG의 장점을 확인한다.

• 생태와환경
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• 제54권3호
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• pp.199-208
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• 2021

메타바코딩을 이용한 환경 DNA 분석은 검출 감도가 높아 어류의 생물다양성 평가 및 멸종위기종의 검출에 유용한 기술이다. 이번 연구는 메타바코딩을 이용해 우리나라 담수어류를 대상으로 높은 검출 효율을 보일 수 있는 적합한 분석방법을 확인하기 위해 4가지 분석조건별, 즉 필터(cellulose nitrate filter, glass fiber filter), 추출 키트(DNeasy^® Blood & Tissue Kit, DNeasy^® PowerWater Kit), 프라이머 조합(12S rDNA, 16S rDNA) 그리고 PCR 방법(conventional PCR, touchdown PCR)로 나타나는 Operational Taxonomic Units(OTUs) 수와 종 조성을 비교하였다. Glass fiber filter와 DNeasy^® Tissue & Blood Kit를 이용해 추출한 시료는 12S rDNA와 16S rDNA 프라이머 조합에서 담수어류 OTUs가 가장 많이 검출되었다. 모든 분석조건 중 프라이머 조합에서만 조기어강(Class Actinopterygii) 평균 OTUs 수에서 통계적으로 유의한 차이를 보였고(Non-parametric Wilcoxon Signed Ranks Test, p=0.005), 담수어류 평균 OTUs 수는 유의하지 않았다. 종 조성 비교 결과 역시 프라이머 조합에서 유의한 차이를 보였고(PERMANOVA, Pseudo-F=6.9489, p=0.006), 나머지 분석조건에서는 유의한 차이를 보이지 않았다. NMDS 분석 결과 종 조성은 유사도 65% 기준에서 프라이머 조합에 따라 묶였고, 16S rDNA 프라이머 세트는 주로 멸종위기종인 모래주사(Microphysogobio koreensis), 꼬치동자개(Pseudogobio brevicorpus)가 기여하였고, 12S rDNA 프라이머 세트는 주로 일반종인 피라미(Zacco platypus), 꺽지(Coreoperca herzi) 등이 기여한 것으로 나타났다. 본 연구는 국내 하천에서 채취한 시료에 대한 메타바코딩을 이용한 종 다양성 분석의 기초정보를 제공한다.

• Steel and Composite Structures
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• 제22권6호
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• pp.1337-1358
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• 2016

The current study focuses on the assessment and interface response of reinforced concrete elements with composite materials (carbon fiber reinforced polymers-CFRPs, glass fiber reinforced polymers-GFRPs, textile reinforced mortars-TRM's, near surface mounted bars-NSMs). A description of the transfer mechanisms from concrete elements to the strengthening materials is conducted through analytical models based on failure modes: plate end interfacial debonding and intermediate flexural crack induced interfacial debonding. A database of 55 in total reinforced concrete columns (scale 1:1) is assembled containing elements rehabilitated with various techniques (29 wrapped with CFRP's, 5 wrapped with GFRP's, 4 containing NSM and 4 strengthened with TRM). The failure modes are discussed together with the performance level of each technique as well as the efficiency level in terms of ductility and bearing/ bending capacity. The analytical models' results are in acceptable agreement with the experimental data and can predict the failure modes. Despite the heterogeneity of the elements contained in the aforementioned database the results are of high interest and point out the need to incorporate the analytical expressions in design codes in order to predict the failure mechanisms and the limit states of bearing capacities of each technique.

• 대한치과보철학회지
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• 제54권3호
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• pp.218-225
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• 2016

목적: 본 연구에서는 자가-접착 레진 시멘트의 접착 강도에 포스트의 표면 처리와 접착 시스템이 미치는 영향을 조사하고자 하였다. 재료 및 방법: 비슷한 치근 길이를 가진 48개의 사람 상악 단근치를 사용하여 160개의 시편을 제작하고 접착 시스템에 따라 4개의 군으로 분류하였다(no adhesive, Adper Single Bond 2, Clearfil SE Bond, Clearfil S3). 각 군은 포스트 표면 처리 방식에 따라 다시 4개의 군으로 세분하였다(no treatment, sandblast, silane, sandblast and silane). 포스트를(Parapost Fiber White) Rely X Unicem을 사용하여 접착하였다. 치아를 장축에 수직으로 1 mm 두께로 절단 하였다. Push-out test를 0.5 mm/분의 crosshead speed로 시행하였다. 2-way ANOVA, 1-way ANOVA 검정을 시행하였고 Tukey test를 통한 사후 검정을 시행하였다(${\alpha}=0.05$). 결과: Tukey test를 통한 사후 검정에서 접착 시스템에 따른 차이가 나타났다. Clearfil SE Bond가 가장 높은 접착 강도를 나타내었다. 결론: 상아질에 Clearfil SE bond를 사용하고 포스트를 실란 처리시 가장 높은 접착 강도를 나타내었다.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2003년도 춘계학술발표대회 논문집
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• pp.113-116
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• 2003

The investigation of delamination growth behavior in hybrid composite material such as FRMLs should be considered delamination growth rate, dA_D/da$ using the delamination shape factor, $f_S$ instead of traditional fracture mechanics parameters. The main objective of this study is to evaluate the relationship between delamination element (i. e. delamination width, b, delamination contour, c, delamination shape factor, $f_S$ and delamination growth rate, dA_D/da$) and delamination growth in FRMLs under cyclic bending moment. The delamination shape formed along the fatigue crack between aluminum layer and glass fiber/epoxy layer are measured by scanning method. The details of study are as follow : ⅰ) Relationship between crack length, a and delamination width, b. ⅱ) Variation of delamination growth rate, dA_D/da$ was attendant on delamination shape factors, $f_{S1}$, $f_{S2}$, $f_{S3}$. The test result indicated the delamination growth behavior depends in delamination element such as delamination width, b, delamination shape factors, $f_{S1}$, $f_{S2}$, $f_{S3}$.

• 대한치과교정학회지
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• 제43권4호
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• pp.186-192
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• 2013

Objective: To analyze the fatigue resistance, debonding force, and failure type of fiber-reinforced composite, polyethylene ribbon-reinforced, and braided stainless steel wire lingual retainers in vitro. Methods: Roots of human mandibular central incisors were covered with silicone, mimicking the periodontal ligament, and embedded in polymethylmethacrylate. The specimens (N = 50), with two teeth each, were randomly divided into five groups (n = 10/group) according to the retainer materials: (1) Interlig (E-glass), (2) everStick Ortho (E-glass), (3) DentaPreg Splint (S2-glass), (4) Ribbond (polyethylene), and (5) Quad Cat wire (stainless steel). After the recommended adhesive procedures, the retainers were bonded to the teeth by using flowable composite resin (Tetric Flow). The teeth were subjected to 10,00,000 cyclic loads (8 Hz, 3 - 100 N, $45^{\circ}$ angle, under $37{\pm}3^{\circ}C$ water) at their incisoproximal contact, and debonding forces were measured with a universal testing machine (1 mm/min crosshead speed). Failure sites were examined under a stereomicroscope (${\times}40$ magnification). Data were analyzed by one-way analysis of variance. Results: All the specimens survived the cyclic loading. Their mean debonding forces were not significantly different (p > 0.05). The DentaPreg Splint group (80%) showed the highest incidence of complete adhesive debonding, followed by the Interlig group (60%). The everStick Ortho group (80%) presented predominantly partial adhesive debonding. The Quad Cat wire group (50%) presented overlying composite detachment. Conclusions: Cyclic loading did not cause debonding. The retainers presented similar debonding forces but different failure types. Braided stainless steel wire retainers presented the most repairable failure type.

• Smart Structures and Systems
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• 제22권4호
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• pp.433-440
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• 2018

Pavements porous concrete is a noble structure design in the urban management development generally enabling water to be permeated within its structure. It has also capable in the same time to cater dynamic loading. During the technology development, the quality and quantity of waste materials have led to a waste disposal crisis. Using recycled materials (secondary) instead of virgin ones (primary) have reduced landfill pressure and extraction demanding. This study has reviewed the waste materials (Recycled crushed glass (RCG), Steel slag, Steel fiber, Tires, Plastics, Recycled asphalt) used in the pavement porous concretes and report their respective mechanical, durability and permeability functions. Waste material usage in the partial cement replacement will cause the concrete production cost to be reduced; also, the concretes' mechanical features have slightly affected to eliminate the disposal waste materials defects and to use cement in Portland cement (PC) production. While the cement has been replaced by different industrial wastes, the compressive strength, flexural strength, split tensile strength and different PC permeability mixes have depended on the waste materials' type applied in PC production.