• Title/Summary/Keyword: grade resistance

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Lung Biopsy in Congenital Heart Disease (선천성 심장 질환 환자의 폐 생검)

  • 김광호
    • Journal of Chest Surgery
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    • v.14 no.1
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    • pp.9-16
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    • 1981
  • Twenty eight patients with conpnital heart disuse underwent lung biopsy to assets pulmonary obstructive vascular disease at cardiac surpry. Thirteen patients had patent ductus arteriosus, 10, ventricular septal defects and S, atrial septal defects. The aaes were between 2 and 30 years. In patients with patent ductus arteriosus lung biopsy was performed from the IIngular Hlment. The anterior seament of the right upper lobe was blopsled in cases with ventricular septal defect and atrial septal defect. Grading of pulmonary obstructive vascular disease could not be assessed In 9 cases. In 2 cases poor quality of the slides made us impossible to evaluate and In 7 cases there were no suitable small muscular arteries to evaluate in the slides of lung tissue especially taken from the IIngular seament. Nineteen cases were evaluated pulmonary obstructive vascular disease. Among them 17 cases had Heath-Edwards changes of grade 1 and 2 patients had that of grade 3. The thickness of media was measured. It was expressed as percentage of medial thickness to outer diameter of artery. The medial thickness was correlated proportionally with elevation of pulmonary arterial pressure and pulmonary vascular resistance to systemic vascular resistance ratio. There were no complications related to the procedure of lung biopsy.

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An Experimental Study on the Fludity of High Flowing Concrete according to the Fineness Modulus of Fine Aggregate (세골재의 조립율에 따른 고유동콘크리트의 유동특성에 관한 실험적 연구)

  • 박유신;강석표;조성현;최세진;김규용;김무한
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.10a
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    • pp.385-390
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    • 1997
  • In the mixing proportion of high flowing concrete we have to use quantity of power such as cement and superplasticizer, and increase the proportion of fine aggregate more than that of plain concrete to increase flowability and segregation resistance. Therefore, the fresh state of high flowing concrete is largely affected by superplasticizer and change of grade the percentage of surface water. This study aims at development of self-filling up high flowing concrete without compaction, in case of using the fine aggregate of standard grade range, by examination on the influence of fresh state of high flowing concrete, and by understanding influence on various fluidity such as flowability, reinforcement passibility, fillingability, segregation resistance.

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Hardness Distribution and Microstructures of Electric Resistance Spot Welded 1GPa Grade Dual Phase Steel (1GPa급 DP강 전기저항점용접부의 경도분포와 미세조직의 상관관계)

  • Na, Hye-Sung;Kong, Jong-Pan;Han, Tae-Kyo;Chin, Kwang-Geun;Kang, Chung-Yun
    • Journal of Welding and Joining
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    • v.30 no.2
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    • pp.76-80
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    • 2012
  • In this study, the effect of the welding current on the hardness characteristics and microstructure in the resistance spot welding of 1GPa grade cold-rolled DP steel was investigated, Also, correlation between the hardness and microstructure was discussed. In spite of the change in the welding current, the hardness distributions near weld was similar. the hardness in the HAZ and the fusion zone was higher than that of the base metal and the hardness in the fusion zone was variated with the location. Especially, the hardness of HAZ adjacent to the base metal showed maximum value, and softening zone in the base metal adjacent to HAZ was found. With the increasing of welding current, there were no difference in maximum hardness and average hardness in the fusion zone were, but the hardness of the softening zone reduced. The difference in the hardness in each location of weld due to grain size of prior austenite. The softening of the base metal occurred by tempering of the martensite.

Influence of Electrolyte on the Shape and Characteristics of TiO2 during Anodic Oxidation of Titanium (Titanium 양극산화시 TiO2 의 형상 및 특성에 미치는 전해질의 영향)

  • Yeji Choi;Chanyoung Jeong
    • Corrosion Science and Technology
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    • v.22 no.3
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    • pp.193-200
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    • 2023
  • Titanium alloy (grade-4) is commonly used in industrial and medical applications. To improve its corrosion resistance and biocompatibility for medical use, it is necessary to form a titanium oxide film. In this study, the morphology of the oxide film formed by anodizing Ti-grade 4 using different electrolytes was analyzed. Wetting properties before and after surface modification with SAM coating were also observed. Electrolytes used were categorized as A, B, and C. Electrolyte A consisted of 0.3 M oxalic acid and ethylene glycol. Electrolyte B consisted of 0.1 M NH4F and 0.1 M H2O in ethylene glycol. Electrolyte C consisted of 0.07 M NH4F and 1 M H2O in ethylene glycol. Samples B and C exhibited a porous structure, while sample A formed a thickest oxide film with a droplet-like structure. AFM analysis and contact angle measurements showed that sample A with the highest roughness exhibited the best hydrophilicity. After surface modification with SAM coating, it displayed superior hydrophobicity. Despite having the thickest oxide film, sample A showed the lowest insulation resistance due to its irregular structure. On the other hand, sample C with a thick and regular porous oxide film demonstrated the highest insulation resistance.

Evaluation of Rutting Resistance of Modified Asphalt Concrete by Accelerated Pavement Testing (포장가속시험을 통한 개질아스팔트 혼합물의 소성변형 저항성 평가 연구)

  • Kim, Jun Hyung;Suh, Young Chan;Kwon, Soo Ahn;Cho, Yong Ju
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.2D
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    • pp.285-292
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    • 2006
  • The objective of this study is to introduce the development of the first Korean full-scale APT(Accelerated Pavement Tester) and to compare the performances of general dense grade asphalt mixture and modified asphalt mixtures as the first running of the tester. The tests evaluated the rutting resistance for dense grade mixture and three different modified asphalt mixture under three different temperature conditions (25-30, 40, $50^{\circ}C$). The results of the testing were compared with the laboratory test results. Results of the tests indicated that the all the modified asphalt sections showed higher rutting resistance than the dense grade section. Especially, the difference was more noticeable at higher temperature condition. Additionally, $G^*/sin{\delta}$ is found out to be an important factor for permanent deformation prediction whereas the resilient modulus was not.

Enhancement of Surface Hardness and Corrosion Resistance of AISI 310 Austenitic Stainless Steel by Low Temperature Plasma Carburizing Treatment

  • Lee, Insup
    • Journal of the Korean institute of surface engineering
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    • v.50 no.4
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    • pp.272-276
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    • 2017
  • The response of AISI 310 type austenitic stainless steel to the novel low temperature plasma carburizing process has been investigated in this work. This grade of stainless steel shows better corrosion resistance and high temperature oxidation resistance due to its high chromium and nickel content. In this experiment, plasma carburizing was performed on AISI 310 stainless steel in a D.C. pulsed plasma ion nitriding system at different temperatures in $H_2-Ar-CH_4$ gas mixtures. The working pressure was 4 Torr (533Pa approx.) and the applied voltage was 600 V during the plasma carburizing treatment. The hardness of the samples was measured by using a Vickers micro hardness tester with the load of 100 g. The phase of carburized layer formed on the surface was confirmed by X-ray diffraction. The resultant carburized layer was found to be precipitation free and resulted in significantly improved hardness and corrosion resistance.

Evaluation of Impact Resistance Performance of High Strength Concrete by Projectile Size and Compressive Strength (압축강도 및 비상체의 크기에 따른 고강도 콘크리트의 내충격 성능평가)

  • Kim, Hong-Sub;Kim, Gyu-Yong;Miyauchi, Hiroyukui;Nam, Jeong-Soo;Jeon, Young-Seok;Koo, Kyoung-Mo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.05a
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    • pp.7-10
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    • 2011
  • In this study, evaluation system of impact resistance performance is proposed. Compressive strength of concrete is 40, 60 and 80MPa. It evaluate impact resistance performance to use projectile 6, 7 and 8mm size. As a result, safety performance is more higher when the compressive strength is increased in. Compared with Hughes's formula, evaluation system of impact resistance performance is appropriated.

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INFLUENCE OF ROLLING LOADS BY CASTERS ON SEPARATION RESISTANCE OF SUBSTRATE CONCRETE AND SYNTHETIC RESIN FLOOR COATINGS (下地コンクリ-トと合成樹脂塗り床材の耐剝離性に及ぼす キャスタ一の走行荷重の影響)

  • Takamasa, Mikami;Choi, Soo-Kyung
    • Journal of the Korea Institute of Building Construction
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    • v.3 no.4
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    • pp.73-78
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    • 2003
  • In this Study, we examined the influence of characteristics of rolling loads by casters on separation resistance of substrate concrete and synthetic resin floor coating. In the experiment, we first prepared floor samples having substrate concrete of various compressive strength, surface hardness and surface configurations, then put the coated samples to the test of separation resistance with Rolling Caster Loading Machine. Three loading conditions consisted of different kinds of casters, rolling conditions, and coating materials. Consequently, we clarified that the grade of separation resistance varied widely according to the characteristics of substrate concrete and rolling loads.