• 제목/요약/키워드: internal bond

검색결과 190건 처리시간 0.023초

Exploring Graphically and Statistically the Reliability of Medium Density Fiberboard

  • Guess, Frank M.;Edwards, David J.;Pickrell, Timothy M.;Young, Timothy M.
    • International Journal of Reliability and Applications
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    • 제4권4호
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    • pp.157-170
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    • 2003
  • In this paper we apply statistical reliability tools to manage and seek improvements in the strengths of medium density fiberboard (MDF). As a part of the MDF manufacturing process, the product undergoes destructive testing at various intervals to determine compliance with customer′s specifications. Workers perform these tests over sampled cross sections of the MDF panel to measure the internal bond (IB) in pounds per square inches until failure. We explore both graphically and statistically this "pressure-to-failure" of MDF. Also, we briefly comment on reducing sources of variability in the IB of MDF.

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경량콘크리트와 GFRP 보강근의 부착 특성 (Bond Characteristic Between Lightweight Concrete and GFRP Bar)

  • 손병락;김명식;김충호;장희석
    • 한국구조물진단유지관리공학회 논문집
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    • 제17권6호
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    • pp.112-121
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    • 2013
  • FRP 보강근을 사용한 경량콘크리트 구조체는 부식방지 및 자중감소의 효과를 동시에 기할 수 있는 이점이 있어서 추후 그 활용이 기대될 수 있다. 그러나 경량콘크리트와 FRP 보강근을 사용하여 보강근의 내부슬립 없이 외력에 저항할 수 있는 구조체를 만들기 위해서는 경량콘크리트와 FRP 보강근 사이의 부착특성을 파악하는 것이 대단히 중요하다. 그동안 보통콘크리트와 FRP 보강근 사이의 부착거동에 대하여는 많은 연구가 있어 왔으나 경량콘크리트와 FRP 보강근 사이의 부착거동에 대하여는 현재까지 연구결과가 대단히 부족한 실정이다. 따라서 본 연구에서는 경량콘크리트와 보강근 표면에 나선형태의 이형을 갖는 GFRP 보강근 사이의 부착특성을 조사하였다. 비교목적으로 보강근 종류, 콘크리트 종류, 경량콘크리트 강도종류의 실험변수를 고려하여 인발실험체들을 제작하고 실험을 행하였다. 실험분석 결과, 보통콘크리트와 철근을 사용한 실험체의 부착강도를 1.0으로 하였을 때 경량콘크리트와 나선형태의 이형을 갖는 GFRP 보강근을 사용한 실험체의 부착강도는 0.49로 나타났다.

상아질에 대한 저점도 복합레진의 자가접착에 관한 연구 (SELF-ADHESION OF LOW-VISCOSITY COMPOSITES TO DENTIN SURFACE)

  • 조태희;최경규;박상혁;박상진
    • Restorative Dentistry and Endodontics
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    • 제28권3호
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    • pp.209-221
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    • 2003
  • The objectiveness of this study was to evaluate whether low-viscosity composite can bond effectively to dentin surface without bonding resin. The low-viscosity composites being 50wt% filler content were made by the inclusion of bonding resin of two self-etching systems(Cleafil SE Bond, Unifil Bond) varied with contents as 0, 10, 20, 30, 40, 50wt%. Exposed dentin surfaces of extracted 3rd molars are used. Dentin bond strengths were measured. The tests were carried out with a micro-shear device placed testing machine at a CHS of 1mm/min after a low-viscosity composite was filled into an iris cut from micro tygon tubing with internal diameter approximately 0.8mm and height of 1.0mm. 1 Flexural strength and modulus was increased with the addition of bonding resin. 2. Micro-shear bond strength to dentin was improved according to content of bonding resin irrespective of applying or not bonding resin in bonding procedure, and that of Clearfil SE Bond groups was higher than Unifil Bond. 3. There were no significant difference whether use of each bonding resin in bonding procedure for S-40, S-50, U-50(p>0.05). 4. In SEM examination, resin was well infiltrated into dentin after primed with self-etching primer only for S-50 and U-50 in spite of the formation of thinner hybrid layer. Low viscosity composite including some functional monomer may be used as dentin bonding resin without an intermediary bonding agent. It makes a simplified bonding procedure and foresees the possibility of self-adhesive restorative material.

가시오가피(Acanthopanax senticosus)의 석유에테르 추출물 중 polyacetylene계 물질의 동정 (Identification of the Polyacetylenes extracted from Acanthopanax Senticosus by Petroleum Ether)

  • 양효진;김은미;장규섭
    • 농업과학연구
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    • 제35권1호
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    • pp.11-17
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    • 2008
  • 가시오가피를 실온에서 petroleum ether로 추출한 polyacetylene의 동정하기 위하여 TLC, HPLC, UV spectrum, IR, NMR로 수행하였다. TLC에 전개시킨 결과, polyacetylene 표준품과 동일한 band가 fraction 5에서 확인되었으며, HPLC에서 fraction 5를 분리시킨 결과 retention time이 4.40, 5.36, 6.40분이었다. 이를 UV spectrum에서 확인한 결과, 6.40분의 peak(compound 3)에서 polyacetylenes의 파장인 231.0nm, 239.0nm, 257.0nm을 나타내었다. IR spetrum에서 triple bond $2256cm^{-1}$과 double bond $1654cm^{-1}$의 전형적인 peak를 나타내었으며, $^{13}C$-NMR(400MHz, $CDCl_3$)에서 polyacetylenes 전형적인 64.0, 71.2, 74.2, 80.2ppm은 2개의 triple bond에 의한 peak와 121.89, 133.0ppm에서 internal double bond로 결합된 2개의 peak를 확인 할 수 있었다.

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거대억새 파티클로 제조된 보드의 특성 (Characteristics of Board Made from Miscanthus sinensis var. purpurascens Particles)

  • 오승원;박희준;황정우
    • 농업생명과학연구
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    • 제46권2호
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    • pp.43-48
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    • 2012
  • 거대억새 자원의 활용도 제고방안의 일환으로 거대억새 파티클을 이용하여 보드를 제조하고 수지첨가량, 수지타입 및 밀도에 따른 물성을 검토하였다. 흡수율은 보드의 밀도 및 수지첨가량이 증가할수록 감소하였으며, 휨강도와 박리강도는 밀도 및 수지 첨가량이 증가할수록 파티클간 결합력이 강해져 증가하였다. 두께 팽창률은 보드의 밀도가 증가함에 따라 증가하였고 수지 첨가량이 많을수록 감소하였다. 수지타입에 따라 두께 팽창률과 흡수율은 액상 페놀수지로 제조한 보드가 더 나은 치수안정성을 보였고, 보드밀도 $0.4g/cm^3$ 로 제조한 경우 수지 첨가율 11~13% 일 때 휨강도는 분말상 및 액상 페놀수지 간에 차이가 없었으며, 박리강도는 액상의 페놀수지로 제조한 보드가 더 좋은 값을 나타내었다.

국산목질판상재료(國産木質板狀材料)의 물리적(物理的) 및 기술적성질(機械的性質)에 관(關)한 비교연구(比較硏究) (Comparative Studies on Physical and Mechanical Properties of Domestic Wood-Based Panels)

  • 이필우
    • Journal of the Korean Wood Science and Technology
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    • 제18권2호
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    • pp.67-78
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    • 1990
  • This study was performed to determine the characteristics of physical and mechanical properties of domestic wood based materials; plywood, particleboard, medium density fiberboard. Main items of tested properties were panel size, moisture content, water absorption, linear expansion and thickness swelling, glue bond shear strength, bending properties(stress at proportional limit, modulus of rupture. modulus of elasticity), tensile strength, screw holding strength, and internal bond as neccessary. the results were discussed mainly with Korean Standards. The obtained conclusions are as follows; 1. Length and width of 3mm thin plywood(3-ply) and 12mm thick plywood(7-ply) were satished with KS-standard, but thicknesses of these panels were not- passed tolerance limit except one of eight makers. 2. Length and width of particleboard and medium density fiberboard were greater than the tolerance limit value of KS standard, but the thicknesses of these panels were passed this value. 3. Moisture contents of 12mm thick and 3mm thin plywood were satisfied with KS-standard except one mill made 3mm thin plywood. 4. Moisture absortion of plywood was not passed tolerance limit of KS-standard but particleboard was satisfied with this standard value. 5. Dry and wet shear strengths in glue bond of 3mm thin plywood were not reached to KS-standard, but those of 12mm thick plywood were sufficiently satisfied with KS standrad. 6. Modulus of ruptures, parallel to grain and perpendicular to grain of plywood, and particleboard and medium density fiberboard were satisfied with KS-standard. 7. Tensile strengths, parallel to grain and perpendicular to grain of plywood were satisfied with allowance stress of US product standard PS 1-74. 8. Screw holding strength of particleboard was not reached to KS standard, but internal bond was satisfied with KS standard.

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도재 수리 시스템의 전단결합강도에 관한 연구 (Shear Bond Strength of Porcelain Repair Systems)

  • 우수;신수연;조인호
    • 구강회복응용과학지
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    • 제22권3호
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    • pp.211-220
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    • 2006
  • Need of porcelain-repair system is largely demanding as dental porcelain restorations are increased in clinical dentistry. This study investigated shear bond strength of commercial porcelain-repair systems on dental porcelain and their reliability. Experimental groups were as follows; Group A Super Bond C&B, Group B Porcelain repair kit, Group C Ceramic repair, and Group D Spectrum system as a control. Porcelain disks were fired and embedded in epoxy resin. Porcelain surface were ground using 220 grit SiC disk, then cleaned in ultrasonic bath. Then porcelain specimens were treated with each repair system. A clear polystyrene cylinder 3.5 mm in internal diameter was filled with composite resin. Then the resin cylinder was polymerized with a visible light curing unit. Thirty one specimens at each group were prepared and stored at $37^{\circ}C$ distilled water for 48 h. Specimens were tested in an Instron testing machine according to ISO TR 11405. Mean shear bond strength and standard deviation of each group was $15.7{\pm}4.1MPa$ (Group A), $12.8{\pm}4.9MPa$ (Group B), $7.2{\pm}3.0MPa$ (Group C) and $9.6{\pm}2.2MPa$ (Group D). ANOVA and Tukey HSD post-hoc test showed that there were significant differences between groups (p<0.05). Data of bond strength were analyzed with two-parameter Weibull distribution. Confidence interval of Weibull modulus (m-parameter) at 95% of Group A (3.5-6.3) and Group D (3.6-6.0) were significantly higher than Group B (2.2-3.7) and Group C (2.0-3.4). There was little correlation between mean shear bond strength and Weibull modulus. Results indicated that acid-etching of porcelain surface increased porcelain-resin shear bonding strength.

A critical steel yielding length model for predicting intermediate crack-induced debonding in FRP -strengthened RC members

  • Dai, Jian-Guo;Harries, Kent A.;Yokota, Hiroshi
    • Steel and Composite Structures
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    • 제8권6호
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    • pp.457-473
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    • 2008
  • Yielding of the internal steel reinforcement is an important mechanism that influences the Intermediate Crack-induced debonding (IC debonding) behavior in FRP-strengthened RC members since the FRP is required to carry additional forces beyond the condition of steel yielding. However, rational design practice dictates an appropriate limit state is defined when steel yielding is assured prior to FRP debonding. This paper proposes a criterion which correlates the occurrence of IC debonding to the formulation of a critical steel yielding length. Once this length is exceeded the average bond stress in the FRP/concrete interface exceeds its threshold value, which proves to correlate with the average bond resistance in an FRP/concrete joint under simple shear loading. This proposed IC debonding concept is based on traditional sections analysis which is conventionally applied in design practice. Hence complex bond stress-slip analyses are avoided. Furthermore, the proposed model incorporates not only the bond properties of FRP/concrete interface but also the beam geometry, and properties of steel and FRP reinforcement in the analysis of IC debonding strength. Based upon a solid database, the validity of the proposed simple IC debonding criterion is demonstrated.

접착형 구조 금 인레이의 접착 형태, 강도 및 파절 양태에 관한 실험적 연구 (AN EXPERIMENTAL STUDY ON ADHESION PATTERN, ADHESION STRENGTH AND FRACTURE PATTERN OF THE ADHESIVE CAST GOLD INLAY)

  • 한승렬;홍찬의
    • Restorative Dentistry and Endodontics
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    • 제19권1호
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    • pp.64-72
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    • 1994
  • Zinc Phosphate Cement hand been used for about more than 100 years in luting of cast gold inlay. But many scientists had been trying to develop the new form of luting agent because the ZPC hand shown the lack of adhesiveness on the tooth structure and the toxicity to the pulp tissue. Recently many researches about the surface treatment of the cast body are being done to increase the adhesion of cement to it. The conventional Class I gold inlays were fabricated in the 20 permanent molars. After the internal surface of the cast body was sandblasted with $Al_2O_3$ particles and was tin-plated, the inlays were cemented with adhesive cement [G I cement and resin cement(Super-Bond & $Panavia_{EX}$)] and the evaluation on the adhesion pattern, adhesive strength and the fracture pattern of the adhesive cast gold inlay was compared to that of the cast gold inlay cemented conventionally with ZPC. The results were as follows : 1. The surface roughness of the cast body was increased significantly after sandblasting with the $Al_2O_3$ particles and the tin oxide layer, which was consisted of round particles, came into being. 2. The bond strength was in the order of Super-Bond, ZPC, Fuji I, $Panavia_{EX}$ group. The group cemented with Super-Bond showed statistically greater strength than the other groups(p<0.05). 3. The group cemented with ZPC was fallen apart by principal adhesion failure and that with Fuji I was by complete adhesion failure. But the group with Super-Bond showed pricncipal cohesive failure pattern and in the group with $Panavia_{EX}$, complete cohesive fracture pattern was shown and small protion of tooth structure was fractured out with cast body and the fractured surface showed the figure just as the enamel prism. 4. Various gaps were shown at the pulpal side regardless of little gap at the side walls of the cavity in all groups. Only the Super-Bond was attached to the tooth structure and the other cements were detached from both the tooth and the cast body.

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1300℃급 가스터빈 1단 블레이드의 코팅분석을 이용한 열화평가 (Evaluation of the Degradation of a 1300℃-class Gas Turbine Blade by a Coating Analysis)

  • 송태훈;장성용;김범수;장중철
    • 대한금속재료학회지
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    • 제48권10호
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    • pp.901-906
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    • 2010
  • The first stage blade of a gas turbine was operated under a severe environment which included both $1300^{\circ}C$ hot gas and thermal stress. To obtain high efficiency, a thermal barrier coating (TBC) and an internal cooling system were used to increase the firing temperature. The TBC consists of multi-layer coatings of a ceramic outer layer (top coating) and a metallic inner layer (bond coat) between the ceramic and the substrate. The top and bond coating layer respectively act as a thermal barrier against hot gas and a buffer against the thermal stress caused by the difference in the thermal expansion coefficient between the ceramic and the substrate. Particularly, the bondcoating layer improves the resistance against oxidation and corrosion. An inter-diffusion layer is generated between the bond coat and the substrate due to the exposure at a high temperature and the diffusion phenomenon. A thickness measurement result showed that the bond coat of the suction side was thicker than that of the pressure side. The thickest inter-diffusion zone was noted at SS1 (Suction Side point 1). A chemical composition analysis of the bond coat showed aluminum depletion around the inter-diffusion layer. In this study, we evaluated the properties of the bond coat and the degradation of the coating layer used on a $1300^{\circ}C$-class gas turbine blade. Moreover, the operation temperature of the blade was estimated using the Arrhenius equation and this was compared with the result of a thermal analysis.