• Steel and Composite Structures
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• 제45권6호
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• pp.819-830
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• 2022

This paper presented an experimental study of the bond-slip behavior of reactive powder concrete (RPC)-filled square steel tube. A total of 18 short composite specimens were designed forstatic push-out test, and information on their failure patterns, load-slip behavior and bond strength was presented. The effects of width-to-thickness ratio, height-to-width ratio and the compressive strength of RPC on the bond behavior were discussed. The experimental results show that:(1) the push-out specimens remain intact and no visible local buckling appears on the steel tube, and the interfacial scratches are even more pronounced at the internal steel tube of loading end; (2) the bond load-slip curves with different width-to-thickness ratios can be divided into two types, and the main difference is whether the curves have a drop in load with increasing slip; (3) the bond strength decreases with the increase of the width-to-thickness ratio and height-width ratio, while the influence of RPC strength is not consistent; (4) the slippage has no definite correlation with bond strength and the influence of designed parameters on slippage is not evident. On the basis of the above analysis, the expressions of interface friction stress and mechanical interaction stress are determined by neglecting chemical adhesive force, and the calculation model of bond strength for RPC filled in square steel tube specimens is proposed. The theoretical results agree well with the experimental data.

• Geomechanics and Engineering
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• 제32권4호
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• pp.361-373
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• 2023

This study aimed to investigate the engineering properties and mechanical behaviors of polymer-fibers treated sand. Para rubber (PR), natural fiber (NF), and geosynthetic fiber (GF) were used to reinforce poorly graded sand. A series of unconfined compressive and splitting tensile strength tests were performed to analyze the engineering behaviors and strength enhancement mechanism. The experiment results indicated that the PR-fibers mixture could firmly enhance the strength properties of sand. The stress-strain characteristics and failure patterns have been changed due to the increase of PR and fibers content. The presence of PR and fibers strengthened the sand and enhanced the stiffness and ductility behavior of the mixture. The stiffness of reinforced sand reaches an optimum state when both NF and GF are 0.5%, while the optimum PR contents are 20% and 22.5% for the mixture with NF and GF, respectively. An addition of PR and fiber into sand contributed to increasing interlocking zone and bonding of PR-sand interfacial.

• Restorative Dentistry and Endodontics
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• 제28권1호
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• pp.23-33
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• 2003

The purpose of this study was to compare in vitro interfacial relationship of restorations bonded with three self-etching primer adhesives and one self-etching adhesive. Class I cavity preparations were prepared on twenty extracted human molars. Prepared teeth were divided into four groups and restored with four adhesives and composites Clearfil SE $Bond/Clearfil^{TM}$ AP-X (SE), UniFil $Bond/UniFil^{\circledR}$ F (UF), FL $Bond/Filtek^{TM}$ Z 250 (FL) and Prompt $L-Pop/Filtek^{TM}$ Z 250 (LP) After storing in distilled water of room temperature for 24 hours, the specimens were vertically sectioned and decalcified. Morphological patterns between the enamel/dentin and adhesives were observed under SEM. The results of this study were as follows : 1. They showed close adaptation between enamel and SE, UF and FL except for LP. 2. The hybrid layer in dentin was $2{\;}\mu\textrm{m}$ thick in SE, $1.5{\;}\mu\textrm{m}$ thick in UF, and $0.4{\;}\mu\textrm{m}$ in both FL and LP. So, the hybrid layers of SE and UF were slightly thicker than that of FL and LP. 3. The lengths and diameters of resin tags in UF and FL were similar, but those of LP were slightly shorter and slenderer than those of SE. 4. The resin tags were long rod shape in SE, and funnel shape in other groups Within the limitations of this study, it was concluded that self-etching primer adhesives showed close adaptation on enamel. In addition, the thickness of hybrid layer ranged from $0.4-1.5{\;}\mu\textrm{m}$ between adhesives and dentin. The resin tags were long rod or funnel shape, and dimension of them was similar or different among adhesives.

• 접착 및 계면
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• 제11권4호
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• pp.149-154
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• 2010

단일 탄소섬유/페놀수지 및 탄소나노튜브-페놀수지 복합재료의 계면적 특성을 젖음성과 함께 전기저항 측정 및 미세역학시험법을 사용하여 평가하였다. 순수 페놀수지 및 탄소나노튜브-페놀수지 복합재료의 Broutman시편을 사용한 압축강도는 인장강도와 비교하였다. 탄소나노튜브-페놀수지 복합재료의 접촉저항은 2점 및 4점법에 의한 경사형 시편을 사용하여 측정하였다. 동적접촉각에 의한 표면에너지와 젖음성은 Wilhelmy 플레이트 법으로 측정하였다. 표면에서 탄소나노튜브가 불균일한 미세구조로 형성되므로, 동적접촉각은 90도 이상의 소수성을 나타내었다. 탄소나노튜브-페놀수지 복합재료는 보다 나은 응력전달 효과에 기인하여 순수 페놀수지보다 더 큰 겉보기 강성도를 보여주었다. 단일 탄소섬유와 탄소나노튜브-페놀수지 복합재료간의 접착일, $W_a$은 탄소나노튜브 첨가로 인한 점도 증가 때문에, 순수 페놀수지 보다 더 크게 나타났다. 이는 마이크로 풀 아웃 시험에서 단일 탄소섬유의 미세파손 형태와 일치함을 보여 주었다.

• Composites Research
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• 제29권2호
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• pp.79-84
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• 2016

접착제는 구조물에 두 가지 복합재료를 연결하는 데 사용된다. 과거의 연결방식인 볼트, 리벳, 그리고 핫 멜트 방식과는 다르게 접착제의 경우 위와 같은 재료를 필요로 하지 않는다. 이는 복합재료의 경량화 및 연결부위로 인한 응력 집중점이 없다는 장점이 있다. 본 연구에서는 아크릴계 및 비스페놀-A형 에폭시계 접착제, 더 나아가 탄소나노튜브 강화재를 투입했을 때에 기계적 및 계면특성을 파악하였다. 접착제 자체의 기계적 강도 변화를 보았고, 전단 및 전단 피로실험을 통하여 물리적 특성을 파악하였다. 전단 실험 후에 파단면을 반사현미경을 통하여 관찰하였다. 실험결과 비스페놀-A계 에폭시 접착제를 사용했을 때의 인장강도 및 기계적 피로 저항성이 아크릴 접착제 보다 좋은 것을 확인했다. 또한 탄소나노튜브 입자를 에폭시 접착제에 첨가했을 때 기계적 향상을 확인했다.

• 한국해양학회지
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• 제30권4호
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• pp.355-364
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• 1995

f-plane 혹은 $\beta$-plane을 갖고 강체 회전중인 균질수에 외부로부터 고밀도의 유체 를 계속 주입시 주입된 고밀도 류의 확장형태와 이와 대응하는 기존의 균질수(상층수) 의 흐름을 관찰하였다. 고밀도류는 주입후 편향력에 의해 서안을 따라 흐르면서 내부 로 침투 확장하여 회전축에 비대칭인 모양을 보인다. 특히 $\beta$-plan에서는 바닥 경사도 의 증가에 따른 압력 경도력의 증가에 의한 서안을 따라 흐르는 속도가 증가되고 결국 편향력의 증가로 서안에서의 폭이 f-plane보다 좁게 나타난다. 그러나 남쪽에 이르러 서는 유입수의 국지적인 두께증가로 인해 확장 속도가 동시에 경계면상에서 의 혼합을 유발시키기도 한다. 유입된 고밀도류의 상층의 와도발생과 관련한 역할은 확장경로상 의 국지적인 지형효과의 유발과 유입으로 인한 상층수의 수직운동, 즉 vortex-tube stretching 효과를 발생시키는 것으로 볼 수 있으나 f-plane의 경우는 후자에 해당하 는 반시계 방향의 축대칭류를 생성시킴으로써 지형효과는 서안 경계층에만 존재하는 것으로 관찰되었으며 이때의 지형효과는 북향의 매우 약한 서안 경계류로 나타나고 있 다. 한편 $\beta$-plan에서 의 유입수의 역할은 실험면적의 동쪽반인 내부흐름에서는 h보다 는 dh/SUB $\beta$/dt의 크기가 우세하여 결국 상대와도의 감소경향인 시계방향의 음의 와 도(negative vorticity)의 발생과 서쪽반에서는 경계면의 경사 (tilting)에 의한 지형 효과가 극대화되어 유입수의 방향과 정반대인 강한 흐름이 나타나고 있다.

• 폴리머
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• 제27권4호
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• pp.313-322
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• 2003

상용화제와 교환반응 촉진제 도입에 따른 폴리(에틸렌 테레프탈레이트) (PET)/폴리(메타-자이렌 아디프아미드) (MXD-6) 블렌드의 형태구조 변화와 일축 연신한 블렌드 시료의 변형 형태구조를 조사하였다. 연신시료는 피브릴 구조의 분산상을 보여주었으며, 피브릴 구조는 연신비 증가에 따라서 점차 미세하게 변형되었다. 교환반응 촉진제나 상용화제의 첨가는 계면 접착력 향상에 기여하기보다는 분산상과 연속상 간에 결함을 야기함으로써 피브릴 구조의 균일성을 감소시켰다. H$_{v}$ 모드의 광산란을 이용하여 블렌드 조성과 연신비에 따른 고차구조 변화를 알아보았다. H$_{v}$ 산란패턴으로부터 결정들이 스택을 이루며, 스택은 연신 방향에 대하여 특정한 각도로 배향됨을 알 수 있었다. 분산상과 연속상 내의 결정은 연신비 증가에 따라서 점진적으로 배향되어, 연신비가 6.0인 경우에는 매우 높은 배향 수준을 보여주었다.

• 소성∙가공
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• 제16권7호
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• pp.521-529
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• 2007

This paper is concerned with the analysis on the surface expansion of AA 2024 and AA 1100 aluminum alloys in backward extrusion process. Due to heavy surface expansion appeared usually in the backward can extrusion process, the tribological conditions along the interface between the material and the punch land are very severe. In the present study, the surface expansion is analyzed especially under various process conditions. The main goal of this study is to investigate the influence of degree of reduction in height, geometries of punch nose, friction and hardening characteristics of different aluminum alloys on the material flow and thus on the surface expansion on the working material. Two different materials are selected for investigation as model materials and they are AA 2024 and AA 1100 aluminum alloys. The geometrical parameters employed in analysis include punch corner radius and punch nose angle. The geometry of punch follows basically the recommendation of ICFG and some variations of punch geometry are adopted to obtain quantitative information on the effect of geometrical parameters on material flow. Extensive simulation has been conducted by applying the rigid-plastic finite element method to the backward can extrusion process under different geometrical, material, and interface conditions. The simulation results are summarized in terms of surface expansion at different reduction in height, deformation patterns including pressure distributions along the interface between workpiece and punch, comparison of surface expansion between two model materials, geometrical and interfacial parametric effects on surface expansion, and load-stroke relationships.

• Computers and Concrete
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• 제22권1호
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• pp.53-62
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• 2018

Cracking of concrete cover induced by reinforcement corrosion is a critical issue for life-cycle design and maintenance of reinforced concrete structures. However, the critical degree of corrosion, based on when the concrete surface cracks, is usually hard to predict accurately due to the heterogeneity inherent in concrete. To investigate the influence of concrete heterogeneity, a modified rigid-body-spring model, which could generate concrete sections with randomly distributed coarse aggregates, has been developed to study the corrosion-induced cracking process of the concrete cover and the corresponding critical degree of corrosion. In this model, concrete is assumed to be a three-phase composite composed of coarse aggregate, mortar and an interfacial transition zone (ITZ), and the uniform corrosion of a steel bar is simulated by applying uniform radial displacement. Once the relationship between radial displacement and degree of corrosion is derived, the critical degree of corrosion can be obtained. The mesoscale model demonstrated its validity as it predicted the critical degree of corrosion and cracking patterns in good agreement with analytical solutions and experimental results. The model demonstrates how the random distribution of coarse aggregate results in a variation of critical degrees of corrosion, which follows a normal distribution. A parametric study was conducted, which indicates that both the mean and variation of critical degree of corrosion increased with the increase of concrete cover thickness, coarse aggregates volume fraction and decrease of coarse aggregate size. In addition, as tensile strength of concrete increased, the average critical degree of corrosion increased while its variation almost remained unchanged.

• The Journal of Advanced Prosthodontics
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• 제2권2호
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• pp.39-45
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• 2010

PURPOSE. The aim of this study was to determine differences in shear bond strength to human dentin using immediate dentin sealing (IDS) technique compared to delayed dentin sealing (DDS). MATERIALS AND METHODS. Forty extracted human molars were divided into 4 groups with 10 teeth each. The control group was light-cured after application of dentin bonding agent ($Excite^{(R)}$ DSC) and cemented with $Variolink^{(R)}$. II resin cement. IDS/SE (immediate dentin sealing, $Clearfil^{TM}$ SE Bond) and IDS/SB (immediate dentin sealing, $Adapter^{TM}$ Single Bond 2) were light-cured after application of dentin bonding agent ($Clearfil^{TM}$ SE Bond and $Adapter^{TM}$ Sing Bond 2, respectively), whereas DDS specimens were not treated with any dentin bonding agent. Specimens were cemented with $Variolink^{(R)}$. II resin cement. Dentin bonding agent ($Excite^{(R)}$. DSC) was left unpolymerized until the application of porcelain restoration. Shear strength was measured using a universal testing machine at a speed of 5 mm/min and evaluated of fracture using an optical microscope. RESULTS. The mean shear bond strengths of control group and IDS/SE group were not statistically different from another at 14.86 and 11.18 MPa. Bond strength of IDS/SE group had a significantly higher mean than DDS group (3.14 MPa) (P < .05). There were no significance in the mean shear bond strength between IDS/SB (4.11 MPa) and DDS group. Evaluation of failure patterns indicates that most failures in the control group and IDS/SE groups were mixed, whereas failures in the DDS were interfacial. CONCLUSION. When preparing teeth for indirect ceramic restoration, IDS with $Clearfil^{TM}$ SE Bond results in improved shear bond strength compared with DDS.