• 제목/요약/키워드: pre-bond test

검색결과 43건 처리시간 0.037초

아스팔트 프리캐스트 포트홀 보수재료의 선정과 현장 적용성에 관한 연구 (A Study for Selection and Field Applicability of Asphalt Precast Pothole Repair Materials)

  • 김진철;배성호;이진호;양재봉;김지원
    • 한국도로학회논문집
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    • 제16권4호
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    • pp.21-33
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    • 2014
  • PURPOSES: The purpose of this study was to break away from the workforce method using cold-mix asphalt mixtures and has a constant quality and has develop repair materials of pre-production asphalt-precast types. METHODS: The selection of the repair material was determined as the results obtained through physical properties of materials and the field applicability. In case of repair materials, values obtained through Marshall stability test & the dynamic stability test & retained stability test as well as the site conditions was considered. In case of adhesive, test results were obtained through examination of the bond strength(tensile, shear) and the field applicability of the adhesive was examined through combined specimens to simulate field applications. RESULTS : According to the results of laboratory tests, in the case of repair materials, Marshall stability and dynamic stability, retained stability of cold-mix reaction type asphalt mixture is the highest. In the case of adhesive, two-component epoxy-urea has a very high bonding strength(tensile, shear) was most excellent. According to the results of field tests, when epoxy-urea was excellent workability. Also, the repair body through actual mock-up test did not occur large deformation and fracture after 12 months. CONCLUSIONS : A suitable repair material is cold-mix reaction type mixture of asphalt-precast, a suitable adhesive is a two-component epoxy-urea.

지르코니아 코어의 표면처리가 비니어링 세라믹과의 전단결합강도에 미치는 영향 (Effect of surface treatmet on the shear bond strength of a zirconia core to veneering ceramic)

  • 최미선;김영수;서규원;류재준
    • 대한치과보철학회지
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    • 제47권2호
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    • pp.199-205
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    • 2009
  • 연구목적: 지르코니아 코어의 표면처리가 비니어링 세라믹과 전단결합강도에 미치는 영향을 알아보고자 한다. 연구 재료 및 방법: 지르코니아 블록(IPS e. max ZirCAD; Ivoclar vivadent, N=40, n=10, $10mm{\times}10mm{\times}3mm$)를 제조사의 지시에 따라 소성한 후 세척하였다. 대조군, 샌드블라스팅(4기압하 $50{\mu}m$ 알루미늄옥사이드) 처리군, 라이너(Zirliner; Ivoclar vivadent) 처리군, 샌드블라스팅과 라이너 처리군 네 개의 군으로 나누어 각 각 표면처리한 후 3 mm 두께로 세라믹(IPS e. max Ceram; Ivoclar vivadent)을 축조한다. 인스트론 만능시험기로 전단결합강도를 측정한 후, 일원변량 분산분석(One way ANOVA)과 $Scheff{\acute{e}}$검정법(P<.05)를 시행하였다. 결과: 지르코니아 코어와 세라믹 간 평균 전단결합강도는 샌드블라스팅과 라이너 동시 처리군에서 가장 높게 나타났으며, 지르코니아 코어에 샌드블라스팅과 라이너 단독 표면처리는 결합력에 통계적으로 유의한 차이를 보이지 않았으나(P>.05), 샌드블라스팅과 라이너 동시 표면처리는 두 재료 간 결합력에 통계적으로 유의한 차이를 보였다(P<.05). 결론: 지르코니아 코어에 샌드블라스팅과 라이너 동시 처리시 전단결합강도의 증가를 보였다.

FRC-포스트의 표면처리가 레진시멘트와의 접착력에 미치는 영향 (Effect of surface treatment of FRC-Post on bonding strength to resin cements)

  • 박찬현;박세희;김진우;조경모
    • Restorative Dentistry and Endodontics
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    • 제36권2호
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    • pp.125-131
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    • 2011
  • 연구목적: Silane 처리가 FRC-포스트와 레진 시멘트 간의 결합강도에 미치는 영향을 알아보고자 하였다. 연구 재료 및 방법: FRC-포스트로 LuxaPost (DMG)와 Rely-X Fiber Post (3M ESPE)를 사용하였으며 자가 접착 레진 시멘트인 Rely-X Unicem (3M ESPE)과 전통형 레진시멘트인 Rely-X ARC (3M ESPE)와의 Rely-X Ceramic Primer (3M ESPE)를 이용한 표면처리 유무에 따른 결합강도를 push-out test를 실시하여 측정하고 independent samples t-test 및 one-way ANOVA와 Scheffe 사후검정을 95% 유의수준에서 실시하였다. 결과: 실험 결과 Rely-X Fiber Post를 사용한 실험군에서 silane 처리와 관계없이 Rely-X ARC를 적용하였을 때, 다른 실험군들에 비해 높은 결합 강도가 나타났으며 LuxaPost를 사용한 실험군에서 각각의 레진 시멘트에 대해 silane 처리를 하였을 때 시행하지 않은 실험군에 비해 높은 결합 강도가 나타났다. 결론: 이상의 실험 결과로 볼 때 미리 silane 처리된 LuxaPost를 사용하더라도 silane 처리를 시행하는 것이 좋은 것으로 생각된다.

Effects of air-abrasion pressure on the resin bond strength to zirconia: a combined cyclic loading and thermocycling aging study

  • Al-Shehri, Eman Z.;Al-Zain, Afnan O.;Sabrah, Alaa H.;Al-Angari, Sarah S.;Dehailan, Laila Al;Eckert, George J.;Ozcan, Mutlu;Platt, Jeffrey A.;Bottino, Marco C.
    • Restorative Dentistry and Endodontics
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    • 제42권3호
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    • pp.206-215
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    • 2017
  • Objectives: To determine the combined effect of fatigue cyclic loading and thermocycling (CLTC) on the shear bond strength (SBS) of a resin cement to zirconia surfaces that were previously air-abraded with aluminum oxide ($Al_2O_3$) particles at different pressures. Materials and Methods: Seventy-two cuboid zirconia specimens were prepared and randomly assigned to 3 groups according to the air-abrasion pressures (1, 2, and 2.8 bar), and each group was further divided into 2 groups depending on aging parameters (n = 12). Panavia F 2.0 was placed on pre-conditioned zirconia surfaces, and SBS testing was performed either after 24 hours or 10,000 fatigue cycles (cyclic loading) and 5,000 thermocycles. Non-contact profilometry was used to measure surface roughness. Failure modes were evaluated under optical and scanning electron microscopy. The data were analyzed using 2-way analysis of variance and ${\chi}^2$ tests (${\alpha}=0.05$). Results: The 2.8 bar group showed significantly higher surface roughness compared to the 1 bar group (p < 0.05). The interaction between pressure and time/cycling was not significant on SBS, and pressure did not have a significant effect either. SBS was significantly higher (p = 0.006) for 24 hours storage compared to CLTC. The 2 bar-CLTC group presented significantly higher percentage of pre-test failure during fatigue compared to the other groups. Mixed-failure mode was more frequent than adhesive failure. Conclusions: CLTC significantly decreased the SBS values regardless of the air-abrasion pressure used.

Flexural behavior of prestressed hybrid wide flange beams with hollowed steel webs

  • Han, Sun-Jin;Joo, Hyo-Eun;Choi, Seung-Ho;Heo, Inwook;Kim, Kang Su
    • Steel and Composite Structures
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    • 제38권6호
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    • pp.691-703
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    • 2021
  • In this study, experiments were conducted to evaluate the flexural performance of prestressed hybrid wide flange (PHWF) beams with hollowed steel webs. A total of four PHWF beams were fabricated, where the width and spacing of the steel webs and the presence of cast-in-place (CIP) concrete were set as the main test parameters, and their flexural behavior and crack patterns, and the longitudinal strain distribution in a section with respect to the width and spacing of the steel webs were analyzed in detail. The experiment results showed that, as the ratio of the width to the spacing of the steel webs decreased, the flexural stiffness and strength of the PHWF beams without CIP concrete decreased. In addition, in the case of composite PHWF beam with CIP concrete, fully composite behavior between the precast concrete and the CIP concrete was achieved through the embedded steel member. Finite element analyses were performed for the PHWF beams considering the bond properties between the hollowed steel webs and concrete, and nonlinear flexural analyses were also conducted reflecting the pre-compressive strains introduced only into the bottom flange. From the comparison of the test and analysis results, it was confirmed that the analysis models proposed in this study well evaluated the flexural behavior of PHWF beams with and without CIP concrete.

상아질 접착제의 미세누출과 변연부 혼화층 (MICROLEAKAGE AND MARGINAL HYBRID LAYER OF DENTIN ADHESIVES)

  • 조영곤;김영관;안종모
    • Restorative Dentistry and Endodontics
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    • 제27권1호
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    • pp.34-43
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    • 2002
  • The purpose of this study was to compare microleakage and marginal hybrid layer in class V restorations using two one-bottle adhesives and one self-etching adhesive. Class V cavity preparations with occlusal margins in enamel and gingival margins in dentin were pre-pared on buccal and lingual surfaces of 30 extracted human molar teeth. Prepared teeth were randomly divided into three treatment groups (n=30) and restored with three adhesives and composites: Single Bond/Filtek Z-250 (Group 1), Prime&BondNT/Esthet.X (Group 2), UniFil Bond/UniFil F (Group 3). For microleakage, samples were stored in room temperature water for 24 hours, thermocycled stained with 2% methylene blue dye, sectioned into halves, scored and analysed using Mann-whitney test and Wilcoxon signed rank sum test. For marginal hybrid layer, samples were sectioned into halves, treated with 10% phosphoric acid for 5 seconds, stored in 5% NaOCL solution for 24 hours, dried and gold coated. Occlusal and gingival margins of each sample were inspected under SEM. The results of this study were as follows ; 1. Microleakage at the occlusal margins was not evident in group 1 and group 2, but it showed in group 3 (p<0.05). 2. Microleakage in group 1 and group 3 was significantly lower than in group 2 at gingival margins (p<0.05). 3. Microleakage at gingival margins was greater than at occlusal margins in group 1 and group 2, but microleakage at occlusal margins was greater than at gingival margins in group 3 (p<0.05). 4. In group 1 and group 2, no gaps at occlusal margins showed. But gaps showed in group 3. Occlusal margins were free from a hybrid layer in all groups 5. The thickness of the marginal hybrid layers was 2.5~5 $\mu\textrm{m}$ thick in group 5 $\mu\textrm{m}$ thick in group 2 and 1.5 $\mu\textrm{m}$ thick in group 3. 6 There was no corelation between microleakage and thickness of marginal hybrid layer. In coclusion, the effect of dentin adhesives on microleakge in class V composite restorations was excellent when one-bottle adhesives were applied on enamel margin, and it was good when a self-etching adhesive was applied on dentinal margin. There was no corelation between microleakage and thickness of marginal hybrid layer.

Investigating the supporting effect of rock bolts in varying anchoring methods in a tunnel

  • Wang, Hongtao;Li, Shucai;Wang, Qi;Wang, Dechao;Li, Weiteng;Liu, Ping;Li, Xiaojing;Chen, Yunjuan
    • Geomechanics and Engineering
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    • 제19권6호
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    • pp.485-498
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    • 2019
  • Pre-tensioned rock bolts can be classified into fully anchored, lengthening anchored and point anchored bolts based on the bond length of the resin or cement mortar inside the borehole. Bolts in varying anchoring methods may significantly affect the supporting effect of surrounding rock around a tunnel. However, thus far, the theoretical basis of selecting a proper anchoring method has not been thoroughly investigated. Based on this problem, 16 schemes were designed while incorporating the effects of anchoring length, pretension, bolt length, and spacing, and a systematic numerical experiment was performed in this paper. The distribution characteristics of the stress field in the surrounding rock, which corresponded to various anchoring scenarios, were obtained. Furthermore, an analytical approach for computing the active and passive strengthening index of the anchored surrounding rock is presented. A new fully anchoring method with pretension and matching technology are also provided. Then, an isolated loading model of the anchored surrounding rock was constructed. The physical simulation test for the bearing capacity of the model was performed with three schemes. Finally, the strengthening mechanism of varying anchoring methods was validated. The research findings in this paper may provide theoretical guidelines for the design and construction of bolting support in tunnels.

회사채 신용등급 예측을 위한 SVM 앙상블학습 (Ensemble Learning with Support Vector Machines for Bond Rating)

  • 김명종
    • 지능정보연구
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    • 제18권2호
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    • pp.29-45
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    • 2012
  • 회사채 신용등급은 투자자의 입장에서는 수익률 결정의 중요한 요소이며 기업의 입장에서는 자본비용 및 기업 가치와 관련된 중요한 재무의사결정사항으로 정교한 신용등급 예측 모형의 개발은 재무 및 회계 분야에서 오랫동안 전통적인 연구 주제가 되어왔다. 그러나, 회사채 신용등급 예측 모형의 성과와 관련된 가장 중요한 문제는 등급별 데이터의 불균형 문제이다. 예측 문제에 있어서 데이터 불균형(Data imbalance) 은 사용되는 표본이 특정 범주에 편중되었을 때 나타난다. 데이터 불균형이 심화됨에 따라 범주 사이의 분류경계영역이 왜곡되므로 분류자의 학습성과가 저하되게 된다. 본 연구에서는 데이터 불균형 문제가 존재하는 다분류 문제를 효과적으로 해결하기 위한 다분류 기하평균 부스팅 기법 (Multiclass Geometric Mean-based Boosting MGM-Boost)을 제안하고자 한다. MGM-Boost 알고리즘은 부스팅 알고리즘에 기하평균 개념을 도입한 것으로 오분류된 표본에 대한 학습을 강화할 수 있으며 불균형 분포를 보이는 각 범주의 예측정확도를 동시에 고려한 학습이 가능하다는 장점이 있다. 회사채 신용등급 예측문제를 활용하여 MGM-Boost의 성과를 검증한 결과 SVM 및 AdaBoost 기법과 비교하여 통계적으로 유의적인 성과개선 효과를 보여주었으며 데이터 불균형 하에서도 벤치마킹 모형과 비교하여 견고한 학습성과를 나타냈다.

소변 중 4-hydroxyproline 분석에 관한 연구 (Determination of Free 4-hydroxyproline with Dansylchloride by HPLC in Human Urine)

  • 이규원;조영봉;이경종
    • Journal of Preventive Medicine and Public Health
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    • 제35권4호
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    • pp.282-286
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    • 2002
  • Objectives : The level of 4-hydroxyproline (4-Hyp) in human urine was measured using high performance liquid chromatography (HPLC) with a fluorescence detector. This method is useful for medical examinations and investigating the radicals induced by physical, chemical, mental stresses. This method is superior to many published several methods in terms of its low cost and ability to analyze many samples. Methods : The urine from workers in a tire manufacturing company (22 male pre- and post-shift workers) and 18 office-workers as controls were analyzed. Data concerning age, the cumulative drinking amount and the cumulative smoking amount was collected with a questionnaire. The optimum applied amount of dansyl-Cl, the optimum reaction temperature and time, the recoveries and the optimum pH of the eluent and buffer were determined.4-Hyp from human urine was derivatized with dansyl-Cl (dimethylamino-naphthalene-1-sulfonyl chloride) after removing the a-amino acid by a treatment with phthalic dicarboxaldehyde (OPA) and cleaned with Bond Elut C18 column. The 4-Hyp derivatives were separated on a reversed phase column by gradient elution with a phosphate buffer (5 mmol, pH 8.0) and acetonitrile, and detected by fluorescence measurements at 340 nm (excitation) and 538 nm (emission). Results : The detection limit for the urinary free 4-Hyp was $0.364{\mu}mol/l$. The recovery rate of 4-Hyp was 99.7%, and the effective pH of the phosphate buffer and borate buffer were 3.0 and 8.0, respectively. From statistical analysis, age, drinking and smoking did not affect the urinary free 4-Hyp in both the controls and workers. The range of urinary 4-Hyp in the controls, pre-shift, and post-shift workers were 0.33-16.44, N.D-49.06, and $0.32-56.27{\mu}mol/l$. From the pared-sample t-test, the urinary 4-Hyp levels in post-shift workers ($11.82{\pm}6.73\;nmmol/mg\;Cre$) were 2-fold higher than in pre-shift workers ($5.36{\pm}5.53\;nmol;/mg\;Cre$) and controls ($4.91{\pm}4.89\;nmol;/mg\;Cre$). Conclusions : This method was developed with high sensitivity, accuracy, and precision. The present method was effectively applied to analyze the urinary free 4-Hyp in both controls and workers.

Manufacturing and testing of flat-type divertor mockup with advanced materials

  • Nanyu Mou;Xiyang Zhang;Qianqian Lin;Xianke Yang;Le Han;Lei Cao;Damao Yao
    • Nuclear Engineering and Technology
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    • 제55권6호
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    • pp.2139-2146
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    • 2023
  • During reactor operation, the divertor must withstand unprecedented simultaneous high heat fluxes and high-energy neutron irradiation. The extremely severe service environment of the divertor imposes a huge challenge to the bonding quality of divertor joints, i.e., the joints must withstand thermal, mechanical and neutron loads, as well as cyclic mode of operation. In this paper, potassium-doped tungsten (KW) is selected as the plasma facing material (PFM), oxygen-free copper (OFC) as the interlayer, oxide dispersion strengthened copper (ODS-Cu) alloy as the heat sink material, and reduced activation ferritic/martensitic (RAFM) steel as the structural material. In this study, a vacuum brazing technology is proposed and optimized to bond Cu and ODS-Cu alloy with the silver-free brazing material CuSnTi. The most appropriate brazing parameters are a brazing temperature of 940 ℃ and a holding time of 15 min. High-quality bonding interfaces have been successfully obtained by vacuum brazing technology, and the average shear strength of the as-obtained KW/Cu and ODS-Cu alloy joints is ~268 MPa. And a fabrication route for manufacturing the flat-type divertor target based on brazing technology is set. For evaluating the reliability of the fabrication technologies under the reactor relevant condition, the high heat flux test at 20 MW/m2 for the as-manufactured flat-type KW/Cu/ODS-Cu/RAFM mockup is carried out by using the Electron-beam Material testing Scenario (EMS-60) with water cooling. This paper reports the improved vacuum brazing technology to connect Cu to ODS-Cu alloy and summarizes the production route, high heat flux (HHF) test, the pre and post non-destructive examination, and the surface results of the flat-type KW/Cu/ODS-Cu/RAFM mockup after the HHF test. The test results demonstrate that the mockup manufactured according to the fabrication route still have structural and interfacial integrity under cyclic high heat loads.