• 제목/요약/키워드: Interface Failure Mode

검색결과 150건 처리시간 0.026초

Dynamic Positioning 선박들의 사고사례 분석 (An Analysis on Incident Cases of Dynamic Positioning Vessels)

  • 채종주;정연철
    • 한국항해항만학회지
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    • 제39권3호
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    • pp.149-156
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    • 2015
  • Dynamic Positioning System(DPS)은 동력, DP control 장치, DP 컴퓨터, 위치참조시스템(PRS), 센서, thruster 시스템 및 DP 운용자(DPO) 7가지로 구성되어 있다. DP 선박은 이들 구성요소들에 문제가 발생하면 그 기능을 상실할 수 있는데 이러한 DP 선박의 위치손실사고(Loss of Position, LOP)는 선주가 자발적으로 매년 IMCA에 보고하고 있다. 본 연구에서는 2001~2010년까지 10년 동안 IMCA 보고된 DP 선박 관련사고 612건에 대한 분석을 바탕으로 DPS의 7가지 구성요소와 관련된 사고 원인을 파악하고 이들 중 높은 비율을 차지하는 요인의 정성적, 정량적 분석을 통한 DP 선박의 안전운항 방안을 모색하고자 한다. 10년 평균 가장 높은 비율을 차지한 DPS 사고원인 요소는 PRS였다. 이를 전문가들의 브레인스토밍을 통해 작성된 flowchart를 바탕으로 베이지안 네트워크 분석을 시행한 결과 PRS 각 요소별 조건부 확률을 확인할 수 있었다. DP 선박의 drive off를 발생시키는데 주요한 영향을 미치는 것은 DGPS, microwave radar 및 HPR 이었고 DGPS에 주요한 영향을 미치는 에러 요인은 signal blocked, electric components failure, relative mode error 및 signal weak or fail이라는 것도 확인할 수 있었다.

미백과 탈감작제 도포 후 셀프 에칭 프라이머를 이용한 브라켓 접착 시 법랑질과 브라켓 간의 결합 강도 (Bond strength of orthodontic brackets bonded to enamel with a self-etching primer after bleaching and desensitizer application)

  • Attar, Nuray;Korkmaz, Yonca;Kilical, Yasemin;Saglam-Aydinatay, Banu;Bicer, Ceren Ozge
    • 대한치과교정학회지
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    • 제40권5호
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    • pp.342-348
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    • 2010
  • 본 연구는 미백, 탈감작제 도포 후, 셀프 에칭 프라이머를 이용하여 브라켓 접착 시 법랑질에 대한 전단결합강도를 비교하기 위해 시행되었다. 48개의 소구치를 무작위로 12개씩 4개의 그룹으로 분류하였다. Group 1: 15% hydrogen-peroxide office bleaching agent (Illumine Office-IO), Group 2: IO + BisBlock Oxalate Dentin-Desensitizer, Group 3: Bis-Block Oxalate Dentin-Desensitizer, Group 4: 아무것도 하지 않음(대조군). 브라켓 접착 24시간 후 전단결합강도를 측정하였으며, 만능시험기의 속도를 5 mm/min로 하여 브라켓이 탈락할 때까지 시행하였다. Modified adhesive remnant index를 이용하여 탈락 양상을 분석하였다. 미백만 시행, 미백과 탈감작제 도포, 탈감작제만 도포한 경우 모두 브라켓의 전단결합강도를 현저히 감소시켰으며 ($p$ = 0.001), 이 세 실험군 간에는 통계적으로 유의성 있는 차이를 관찰할 수 없었다 (Group 1-Group 2, $p$ = 0.564; Group 1-Group 3, $p$ = 0.371; Group 2-Group 3, $p$ = 0.133). 세 실험군에서 브라켓의 탈락은 주로 법랑질-접착제 계면에서 발생하여 브라켓 베이스에 접착제의 100%가 남아있었다. 따라서 미백과 탈감작제 도포는 교정치료 후에 시행하는 것이 바람직하다.

시공이음부 계면처리방법에 따른 초고성능 콘크리트의 전단부착성능 평가에 관한 실험적 연구 (An Experimental Study on the Bonding Shear Performance Evaluation of the UHPC According to an Bonding Interface Treatment of the Construction Joint)

  • 장현오;김보석;이한승
    • 한국건축시공학회지
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    • 제16권3호
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    • pp.237-245
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    • 2016
  • 시공이음부 발생에 따른 초고성능 콘크리트의 일체성을 확보하기 위해서는 그 특성을 수반함과 동시에 전단부착성능에 대한 정량적인 계면처리방법이 필요할 것으로 판단된다. 이에, 본 연구는 초고성능 콘크리트 타설 시, 발생하는 시공이음부의 부착성능을 확보하기 위한 일환으로서 시공이음부 계면처리방법에 따른 전단부착성능 평가를 통하여 재료적인 측면에서의 합리적인 계면처리방법을 도출하고자 한다. 초고성능 콘크리트 배합은 180MPa의 배합강도를 사용하였으며, 계면처리방법으로는 MN, AC, GR-10-0, GR-20-0, GR-30-0, SH-30-5, SH-30-10으로써 총 7수준으로 설정하였다. 실험체는 $150{\times}150{\times}150mm$의 Size로 제작 후, 전단부착강도 평가를 위하여 Direct shear test를 실시하였다. 실험결과, 시공이음부 접합면에 대해 계면처리를 실시한 경우 부착성능이 향상되는 것을 확인하였으며, 접합부 단면적이 증가할수록 초고성능 콘크리트의 일체성 확보에 유리할 것으로 판단된다. 또한 콘크리트의 일체성을 확보하기 위해서는 접합면 단면적의 비율 및 요철의 깊이, 개수 등이 적절히 고려되어야 할 것으로 판단된다.

Shear bond strength of veneering porcelain to zirconia and metal cores

  • Choi, Bu-Kyung;Han, Jung-Suk;Yang, Jae-Ho;Lee, Jai-Bong;Kim, Sung-Hun
    • The Journal of Advanced Prosthodontics
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    • 제1권3호
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    • pp.129-135
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    • 2009
  • STATEMENT OF PROBLEM. Zirconia-based restorations have the common technical complication of delamination, or porcelain chipping, from the zirconia core. Thus the shear bond strength between the zirconia core and the veneering porcelain requires investigation in order to facilitate the material's clinical use. PURPOSE. The purpose of this study was to evaluate the bonding strength of the porcelain veneer to the zirconia core and to other various metal alloys (high noble metal alloy and base metal alloy). MATERIAL AND METHODS. 15 rectangular ($4\times4\times9mm$) specimens each of zirconia (Cercon), base metal alloy (Tillite), high noble metal alloy (Degudent H) were fabricated for the shear bond strength test. The veneering porcelain recommended by the manufacturer for each type of material was fired to the core in thickness of 3mm. After firing, the specimens were embedded in the PTFE mold, placed on a mounting jig, and subjected to shear force in a universal testing machine. Load was applied at a crosshead speed of 0.5mm/min until fracture. The average shear strength (MPa) was analyzed with the oneway ANOVA and the Tukey's test ($\alpha$= .05). The fractured specimens were examined using SEM and EDX to determine the failure pattern. RESULTS. The mean shear strength ($\pm\;SD$) in MPa was 25.43 ($\pm\;3.12$) in the zirconia group, 35.87 ($\pm\;4.23$) in the base metal group, 38.00 ($\pm\;5.23$) in the high noble metal group. The ANOVA showed a significant difference among groups, and the Tukey' s test presented a significant difference between the zirconia group and the metal group. Microscopic examination showed that the failure primarily occurred near the interface with the residual veneering porcelain remaining on the core. CONCLUSION. There was a significant difference between the metal ceramic and zirconia ceramic group in shear bond strength. There was no significant difference between the base metal alloy and the high noble metal alloy.

불소도포한 상아질면의 산처리가 상아질접착에 미치는 영향 (EFFECTS OF ACID TREATMENT OF FLUORIDE APPLIED DENTIN SURFACE ON DENTIN BONDING)

  • 황혜경;안식환;김성교;조광헌;박진훈
    • Restorative Dentistry and Endodontics
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    • 제21권2호
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    • pp.602-618
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    • 1996
  • The purpose of this study was to investigate the effect of acid treatment of fluoride applied dentin surface with various concentrations of phosphoric acid for various periods of time on dentin bonding. Dentin specimens prepared from freshly extracted bovine mandibular anterior teeth were divided into fluoridated and nonfluoridated groups. Specimens of nonfluoridated group were pretreated with 10% phosphoric acid for 15 seconds. Those of fluoridated groups were treated with 2% sodium fluoride or 2% stannous fluoride solution for 5 minutes and stored in $37^{\circ}C$ distilled water for 3 days, followed by phosphoric acid treatment. The concentrations of phosphoric acid were 10%, 32% or 50% and the treatment periods of time were 15, 30 or 60 seconds. All the specimens were bonded with All Bond$^{(R)}$ 2 and Bisfil$^{TM}$ composite resin. After bonded specimens were stored in $37^{\circ}C$ distilled water for 24 hours, tensile bond strengths of each specimens were measured and the pretreated dentin and the fractured dentin surfaces were examined under the scanning electron microscope. The results were as follows : The tensile bond strengths from the fluoridated groups were significantly lower than those from the nonfluoridated group when the concentrations of phosphoric acid and the treatment periods of time were equal in all the groups (p<0.05). In general, the higher the concentration of phosphoric acid and the longer the treatment period of time for acid etching on the fluoride applied dentin surface, the higher were the bond strength values. Recovery of bond strength of the dentin bonding agent was better in the NaF applied group than in the $SnF_2$ applied one. SEM findings of NaF applied and $SnF_2$ applied dentin surfaces demonstrated reaction product-covered and partially or completely obstructed dentinal tubules. SEM findings of dentin surfaces fluoridated for 5 minutes followed by etching showed wider tubular openings and more clean dentin surfaces when dentin was etched with higher concentration of phosphoric acid for longer period of time. On the SEM observations of the fractured dentin-resin interface, the etched specimens of fluoridated group showed an adhesive failure mode when the concentration of phosphoric acid and the treatment period of time were same as in the nonfluoridated group. As the concentration of phosphoric acid and the treatment period of time increase during acid etching, the cohesive failure area increased. However, excessive acid etching caused adhesive failure.

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Effect of zirconia surface treatment using nitric acid-hydrofluoric acid on the shear bond strengths of resin cements

  • Cho, Jin Hyung;Kim, Sun Jai;Shim, June Sung;Lee, Keun-Woo
    • The Journal of Advanced Prosthodontics
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    • 제9권2호
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    • pp.77-84
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    • 2017
  • PURPOSE. The aim of this study was to compare the surface roughness of zirconia when using Zircos E etching system (ZSAT), applying a nitric acid-hydrofluoric acid compound as a pretreatment agent, and also to compare the shear bonding strength according to different resin cements. MATERIALS AND METHODS. ZSAT, air abrasion, and tribochemical silicacoating were applied on prepared 120 zirconia specimens (10 mm in diameter, 7 mm in height) using CAD/CAM. Each 12 specimens with 4 different resin cements (Panavia F 2.0, Rely X Unicem, Superbond C&B, and Hot bond) were applied to test interfacial bond strength. The statistical analysis was performed using SAS 9.1 (SAS Institute Inc., Cary, NC, USA). The results are as follows: after application of the ZSAT on the zirconia specimens, surface roughness value after 2-hour etching was higher than those after 1- and 3-hour etching on SEM images. RESULTS. For Superbond C&B and Rely X Unicem, the specimens treated with ZSAT showed higher shear bond strength values than those treated with air abrasion and tribochemical silicacoating system. Regarding the failure mode of interface over cement and zirconia surface, Rely X Unicem and Hot bond showed cohesive failures and Panavia F 2.0 and Superbond C&B showed mixed failures. CONCLUSION. Zircos E etching system in zirconia restoration could increase its shear bond strength. However, its long term success rate and clinical application should be further evaluated.

Effect of soil pile structure interaction on dynamic characteristics of jacket type offshore platforms

  • Asgarian, Behrouz;Shokrgozar, Hamed Rahman;Shahcheraghi, Davoud;Ghasemzadeh, Hasan
    • Coupled systems mechanics
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    • 제1권4호
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    • pp.381-395
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    • 2012
  • Dynamic response of Pile Supported Structures is highly depended on Soil Pile Structure Interaction. In this paper, by comparison of experimental and numerical dynamic responses of a prototype jacket offshore platform for both hinge based and pile supported boundary conditions, effect of soil-pile-structure interaction on dynamic characteristics of this platform is studied. Jacket and deck of a prototype platform is installed on a hinge-based case first and then platform is installed on eight skirt piles embedded on continuum monolayer sand. Dynamic characteristics of platform in term of natural frequencies, mode shapes and modal damping are compared for both cases. Effects of adding and removing vertical bracing members in top bay of jacket on dynamic characteristics of platform for both boundary conditions are also studied. Numerical simulation of responses for the studied platform is also performed for both mentioned cases using capability of ABAQUS and SACS software. The 3D model using ABAQUS software is created using solid elements for soil and beam elements for jacket, deck and pile members. Mohr-Coulomb failure criterion and pile-soil interface element are used for considering nonlinear pile soil structure interaction. Simplified modeling of soil-pile-structure interaction effect is also studied using SACS software. It is observed that dynamic characteristics of the system changes significantly due to soil-pile-structure interaction. Meanwhile, both of complex and simplified (ABAQUS and SACS, respectively) models can predict this effect accurately for such platforms subjected to dynamic loading in small range of deformation.

Tensile strength of bilayered ceramics and corresponding glass veneers

  • Anunmana, Chuchai;Champirat, Tharee;Jirajariyavej, Bundhit
    • The Journal of Advanced Prosthodontics
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    • 제6권3호
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    • pp.151-156
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    • 2014
  • PURPOSE. To investigate the microtensile bond strength between two all-ceramic systems; lithium disilicate glass ceramic and zirconia core ceramics bonded with their corresponding glass veneers. MATERIALS AND METHODS. Blocks of core ceramics (IPS e.max$^{(R)}$ Press and Lava$^{TM}$ Frame) were fabricated and veneered with their corresponding glass veneers. The bilayered blocks were cut into microbars; 8 mm in length and $1mm^2$ in cross-sectional area (n = 30/group). Additionally, monolithic microbars of these two veneers (IPS e.max$^{(R)}$ Ceram and LavaTM Ceram; n = 30/group) were also prepared. The obtained microbars were tested in tension until fracture, and the fracture surfaces of the microbars were examined with fluorescent black light and scanning electron microscope (SEM) to identify the mode of failure. One-way ANOVA and the Dunnett's T3 test were performed to determine significant differences of the mean microtensile bond strength at a significance level of 0.05. RESULTS. The mean microtensile bond strength of IPS e.max$^{(R)}$ Press/IPS e.max$^{(R)}$ Ceram ($43.40{\pm}5.51$ MPa) was significantly greater than that of Lava$^{TM}$ Frame/Lava$^{TM}$ Ceram ($31.71{\pm}7.03$ MPa)(P<.001). Fluorescent black light and SEM analysis showed that most of the tested microbars failed cohesively in the veneer layer. Furthermore, the bond strength of Lava$^{TM}$ Frame/Lava$^{TM}$ Ceram was comparable to the tensile strength of monolithic glass veneer of Lava$^{TM}$ Ceram, while the bond strength of bilayered IPS e.max$^{(R)}$ Press/IPS e.max$^{(R)}$ Ceram was significantly greater than tensile strength of monolithic IPS e.max$^{(R)}$ Ceram. CONCLUSION. Because fracture site occurred mostly in the glass veneer and most failures were away from the interfacial zone, microtensile bond test may not be a suitable test for bonding integrity. Fracture mechanics approach such as fracture toughness of the interface may be more appropriate to represent the bonding quality between two materials.

Effect of core design on fracture resistance of zirconia-lithium disilicate anterior bilayered crowns

  • Ko, Kyung-Ho;Park, Chan-Jin;Cho, Lee-Ra;Huh, Yoon-Hyuk
    • The Journal of Advanced Prosthodontics
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    • 제12권4호
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    • pp.181-188
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    • 2020
  • PURPOSE. The effect of core design on the fracture resistance of zirconia-lithium disilicate (LS2) bilayered crowns for anterior teeth is evaluated by comparing with that of metal-ceramic crowns. MATERIALS AND METHODS. Forty customized titanium abutments for maxillary central incisor were prepared. Each group of 10 units was constructed using the same veneer form of designs A and B, which covered labial surface to approximately one third of the incisal and cervical palatal surface, respectively. LS2 pressed-on-zirconia (POZ) and porcelain-fused-to-metal (PFM) crowns were divided into "POZ_A," "POZ_B," "PFM_A," and "PFM_B" groups, and 6000 thermal cycles (5/55 ℃) were performed after 24 h storage in distilled water at 37 ℃. All specimens were prepared using a single type of self-adhesive resin cement. The fracture resistance was measured using a universal testing machine. Failure mode and elemental analyses of the bonding interface were performed. The data were analyzed using Welch's t-test and the Games-Howell exact test. RESULTS. The PFM_B (1376. 8 ± 93.3 N) group demonstrated significantly higher fracture strength than the PFM_A (915.8 ± 206.3 N) and POZ_B (963.8 ± 316.2 N) groups (P<.05). There was no statistically significant difference in fracture resistance between the POZ_A (1184.4 ± 319.6 N) and POZ_B groups (P>.05). Regardless of the design differences of the zirconia cores, fractures involving cores occurred in all specimens of the POZ groups. CONCLUSION. The bilayered anterior POZ crowns showed different fracture resistance and fracture pattern according to the core design compared to PFM.

교면 덧씌우기 콘크리트의 인발부착강도(引拔附着强度) 시험법(試驗法) 제안(提案) (Proposal of Concrete Pull Off Bond Strength Measurement Method for Bridge Deck Overlay)

  • 김성환;김동호;김현오;이봉학
    • 산업기술연구
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    • 제23권A호
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    • pp.149-156
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    • 2003
  • The development and maintenance of a sound bond are essential requirements of concrete repair and replacement. The bond property of a overlay to its substrate concrete during the lifetime is one of the most important performance requirements which should be quantified. A standard or a verified bond strength measurement method is required at field for screening, selecting materials and quality control for overlay or repair materials, but no test method has been adopted as a standard. In this study, a concrete pull off bond strength measurement method for field application is proposed and evaluated. This study compares the splitting tensile test, slant shear test, nipple pipe direct tensile test, flexural adhesion test, briquette tensile test, jumbo nail pull-out test and core pull-off test with their test procedures. From these comparison and investigation, core pull-off test is selected as a main topic of this study because of it's suitability for in situ testing, simplicities in field application and clearness at interface boundary condition. Thus, the proposed core pull off test is evaluated to be the most appropriate method for field application in a simple manner. The fracture surface and fracture mode could be easily determined by visual observation of failure surface of the field specimen. The core pull off test was found to be sensitive to surface condition and latex contents at latex modified concrete.

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