• 제목/요약/키워드: cross resistance

검색결과 1,269건 처리시간 0.035초

Prediction of Withdrawal Resistance of Single Screw on Korean Wood Products

  • AHN, Kyung-Sun;PANG, Sung-Jun;OH, Jung-Kwon
    • Journal of the Korean Wood Science and Technology
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    • 제49권1호
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    • pp.93-102
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    • 2021
  • In this article, withdrawal resistances of axially loaded self-tapping screws on wood products made by Korean Larch were predicted with existing estimation equation, and compared with experimental test data. The research was required because no design methodology for the withdrawal resistance of self-tapping screw is present in Korean building code (KBC). First, the withdrawal resistance of wood screw was predicted to use the withdrawal design value estimation equation in National Design Specification for Wood Construction (NDS). Second, three types of wood products, solid wood, cross-laminated timber (CLT) and plywood, were utilized for withdrawal test. For decades, various engineered wood products have been developed, especially cross-laminated timber (CLT) and hybrid timber composites such as timber composites of solid wood and plywood. Therefore, CLT and plywood were also investigated in this study as well as solid wood. Finally, the predicted values were compared with experimentally tested values. As the results, the tested values of solid wood and CLT were higher than the predicted values. In contrast, it is inaccurate to predict withdrawal resistance of plywood since prediction was higher than tested values.

Lateral Resistance of CLT Wall Panels Composed of Square Timber Larch Core and Plywood Cross Bands

  • JANG, Sang Sik;LEE, Hyoung Woo
    • Journal of the Korean Wood Science and Technology
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    • 제47권5호
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    • pp.547-556
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    • 2019
  • Thinned, small larch logs have small diameters and no value-added final use, except as wood chips, pallets, or fuel wood, which are products with very low economic value; however, their mechanical strength is suitable for structural applications. In this study, small larch logs were sawed, dried, and cut into square timbers (with a $90mm{\times}90mm$ cross section) that were laterally glued to form core panels used to manufacture cross-laminated timber (CLT) wall panels. The surface and back of these core panels were covered with 12-mm-thick structural plywood panels, used as cross bands to obtain three-ply CLT wall panels. This attachment procedure was conducted in two different ways: gluing and pressing (CGCLT) or gluing and nailing (NGCLT). The size of the as-manufactured CLT panels was $1,220mm{\times}2,440mm$, the same as that of the plywood panels. The final wall panels were tested under lateral shear force in accordance with KS F 2154. As the lateral load resistance test required $2,440mm{\times}2,440mm$ specimens, two CLT wall panels had to be attached in parallel. In addition, the final CLT panels had tongued and grooved edges to allow parallel joints between adjacent pieces. For comparison, conventional light-frame timber shear walls and midply wall systems were also tested under the same conditions. Shear walls with edge nail spacing of 150 mm and 100 mm, the midply wall system, and the fabricated CGCLT and NGCLT wall panels exhibited maximum lateral resistances of 6.1 kN/m (100%), 9.7 kN/m (158%), 16.9 kN/m (274%), 29.6 kN/m (482%), and 35.8 kN/m (582%), respectively.

Simple equations for the calculation of the temperature within the cross-section of slim floor beams under ISO Fire

  • Zaharia, R.;Franssen, J.M.
    • Steel and Composite Structures
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    • 제13권2호
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    • pp.171-185
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    • 2012
  • The calculation of fire resistance for a composite structural element comprises the calculation of the temperature within its cross-section and of the load bearing capacity, considering the evolution of the steel and concrete mechanical properties, function of the temperature. The paper proposes a method to calculate the bending capacity under ISO fire, for Slim Floor systems using asymmetric steel beams, with a wider lower flange or a narrow upper flange welded onto a half hot-rolled profile. The temperatures in the cross-section are evaluated by means of empirical formulas determined through a parametrical analysis, performed with the special purpose non-linear finite element program SAFIR. Considering these formulas, the bending capacity may be calculated, using an analytical approach to determine the plastic bending moment, for different fire resistance demands. The results obtained with this simplified method are validated through numerical analysis.

이중 블레이드 팬이 장착된 진공청소기 흡입 노즐내 유로 유동 소음 및 팬 성능 해석 (Numerical Analysis of Flow-Induced Noise and Fan Performance in Suction Nozzle of a Vacuum Cleaner with a Double-Blade Fan)

  • 박이선;손채훈;이성철;오장근
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회B
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    • pp.2632-2637
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    • 2007
  • Rotary performance and flow resistance induced by each element in suction nozzle of a vacuum cleaner with a double-blade rotary fan are investigated numerically and its relation with flow-induced noise and rotary performance is examined. Flow resistance and vorticity in suction nozzle are calculated and it is found that they are closely related with flow-induced noise. Gap between double blades, adoption of cross-flow fan, enlargement of flow inlet area, and optimization of blade number are tested for noise reduction. Finally, the effects of each method are verified experimentally. It is found that several combinations of the proposed methods can be adopted for noise reduction although the degree of reduction is not much.

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고정자 권선 점적율을 극대화 하는 새로운 코일구조와 환형동선 코일구조간의 AC Resistance(Rac) 비교 (AC Resistance(Rac) comparison between the new type of coil structure and the annular copper coil to maximize the conductor occupying ratio)

  • 이의천;김용훈;이강원;이수웅;권순오
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2015년도 제46회 하계학술대회
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    • pp.784-785
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    • 2015
  • This paper proposes a new structure of coil to maximize the conductor occupting ratio(conductor cross sectional area than the cross sectional area inside the slot) of the magnetic core. Further, assuming a case in which the 3-D coil is applied to a real motor. Analyze the current density distribution of the coil conductor by electromagnetic analysis method. Finally the AC resistance was measured according to the frequency of the coils. This expereiment is to calculate a optimal operating frequency to obtain high efficiency operational frequency range of motor.

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버어리종 연초 신품종 KB 108의 육성 및 특성 (Development of KB 108, a New Burley Tobacco(Nicotiana tabacum L.) Variety and its Agronomic Characteristics)

  • 정석훈;최상주;조천준;김대송;조명조;이승철
    • 한국연초학회지
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    • 제16권1호
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    • pp.57-64
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    • 1994
  • Burley tobacco (Nicotiana tabacum L.) KB 108 was developed from a single cross between KB 104 and TC 591 which was developed from a cross between Burley 49 and Tobacco Introduction 1406. It was tested for its resistance to black shank, potato virus Y(PVY), TMV and agronomic characteristics under field conditions. KB 108 has resistance to tobacco mosaic virus(TMV) and necrotic strain of potato virus Y(PVY-VN) with secreting glandular trichomes. It has also moderate resistance to black shank caused by phytophthora parasitica val. Nicotianae. KB 108 has an up-right plant growth habit similar to Burley 21. It flowers about 1-2 days later than Burley 21. The leaf width and length of KB 108 are approximately 3 cm wider and longer than those of Burley 21. The yield of KB 108 was higher 4%, nearly equal in value per kg compared to Burley 21.

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일정 축력을 받는 Double CFT기둥의 내화성능 평가 (Fire Resistance of Concrete Filled Double Skin Tubular Columns under Axial Load)

  • 정상근;김선희;이성희;최성모
    • 한국강구조학회 논문집
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    • 제23권1호
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    • pp.51-59
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    • 2011
  • 높은 축력비가 적용된 무피복 CFT기둥은 보통 중저층 건물에서 2시간 이하의 내화성능을 확보하는데 적용 가능하나, 고층건물에서 요구되는 3시간의 내화성능을 만족시키지는 못한다. 따라서 고층건물에 무피복 CFT기둥을 적용하기 위해서는 추가적인 내화성능 향상방안이 제시되어야 한다. 이에 본 연구에서는 무피복 CFT기둥의 내화성능 향상방안으로써 Double CFT기둥을 설정하였다. 본 연구에서는 실대크기의 무피복 CFT기둥과 Double CFT기둥에 대한 재하가열실험을 수행하였다. 이를 통해, Double CFT기둥의 적용에 따른 내화성능 향상 효과 및 강관의 단면형상 변화에 따른 영향을 비교 평가해 보고자 한다.

구기자품종의 구기자혹응애 저항성 유전 (Inheritance of Resistance to Gall Mite(Eriophys macrodonis) in Boxthorn (Lycium chinese) Cultivars)

  • 최재을;차선경;김영창;김진희;강희경
    • 한국자원식물학회지
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    • 제15권3호
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    • pp.298-304
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    • 2002
  • 구기자품종의 혹응애에 대한 저항성 반응 및 저항성 유전양식 을 검정하기 위하여 저항성 품종과 감수성 품종을 인공교배 하여 얻은F$_1$집단의 포장자연 발생율에 의하여 저항성을 조사한 결과 다음과 같은 결과를 얻었다. 1. 구기자혹응애 저항성 품종인 일본 1호,중국 1호를 감수성인 CL42-56과 교배한 F$_1$은 혹응애 저항성과 감수성이 3 ; 1로 분리되었으며, 일본 1호와 중국 1호를 교배한 F$_1$은 혹응애 저항성과 감수성이 15 : 1로 분리 되었다. 2. 일본 1호와 중국 1호의 혹응애 저항성은 hetero 인 두 개의 우성유전자에 의해 지배되며, 저항성 유전자를 E1e1E2e2로 명명하였다. 3. 청양구기자를 CL42-56에 교배한 F$_1$은 혹응애 저항성과 감수성의 분리비가 명확하지 않았으며 변이 의 폭이 크므로 청양구기자의 혹응애 저항성은 주동유전자와 polygenes에 의해 지배되었다. 4. 일본 1호와 중국 1호는 혹응애 저항성 품종 육성을 위한 모본으로 우수하였으며, 청양구기자도 저항성 모본으로서 가치가 인정되었다.

Surface-modified Nanoparticle Additives for Wear Resistant Water-based Coatings for Galvanized Steel Plates

  • Becker-Willinger, Carsten;Heppe, Gisela;Opsoelder, Michael;Veith, H.C. Michael;Cho, Jae-Dong;Lee, Jae-Ryung
    • Corrosion Science and Technology
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    • 제9권4호
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    • pp.147-152
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    • 2010
  • Conventional paints for conversion coating applications in steel production derived mainly from water-based polymer dispersions containing several additives actually show good general performance, but suffer from poor scratch and abrasion resistance during use. The reason for this is because the relatively soft organic binder matrix dominates the mechanical surface properties. In order to maintain the high quality and decorative function of coated steel sheets, the mechanical performance of the surface needs to be improved significantly. In fact the wear resistance should be enhanced without affecting the optical appearance of the coatings by using appropriate nanoparticulate additives. In this direction, nanocomposite coating compositions (Nanomer$^{(R)}$) have been derived from water-based polymer dispersions with an increasing amount of surface-modified nanoparticles in aqueous dispersion in order to monitor the effect of degree of filling with rigid nanoparticles. The surface of nanoparticles has been modified for optimum compatibility with the polymer matrix in order to achieve homogeneous nanoparticle dispersion over the matrix. This approach has been extended in such a way that a more expanded hybrid network has been condensed on the nanoparticle surface by a hydrolytic condensation reaction in addition to the quasi-monolayer type small molecular surface modification. It was expected that this additional modification will lead to more intensive cross-linking in coating systems resulting in further improved scratch-resistance compared to simple addition of nanoparticles with quasi-monolayer surface modification. The resulting compositions have been coated on zinc-galvanized steel and cured. The wear resistance and the corrosion protection of the modified coating systems have been tested in dependence on the compositional change, the type of surface modification as well as the mixing conditions with different shear forces. It has been found out that for loading levels up to 50 wt.-% nanoparticles, the mechanical wear resistance remains almost unaffected compared to the unmodified resin. In addition, the corrosion resistance remained unaffected even after $180^{\circ}$ bending test showing that the flexibility of coating was not decreased by nanoparticle addition. Electron microscopy showed that the inorganic nanoparticles do not penetrate into the organic resin droplets during the mixing process but rather formed agglomerates outside the polymer droplet phase resulting in quite moderate cross linking while curing, because of viscosity. The proposed mechanisms of composite formation and cross linking could explain the poor effect regarding improvement of mechanical wear resistance and help to set up new synthesis strategies for improved nanocomposite morphologies, which should provide increased wear resistance.

신장성에 따른 띠형 보강재의 인발저항 특성 (Pullout Resistance Characteristics of Strip-type Reinforcement based on Extensibility)

  • 이광우;조삼덕;한중근;홍기권
    • 한국지반신소재학회논문집
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    • 제11권4호
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    • pp.37-44
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    • 2012
  • 본 연구에서는 띠형 형태의 보강재에 대하여 신장성에 따른 인발저항 특성을 평가하기 위하여, 강재스트립 및 띠형 섬유보강재를 대상으로 대형인발시험을 수행하였다. 또한 약간의 지지저항이 함께 발현되는 돌기형 강재스트립 보강재의 인발시험 결과를 마찰저항 보강재의 결과와 비교하였다. 단면적이 작은 돌기형 강재스트립 보강재는 지지저항에 기인하여 마찰저항만으로 인발저항이 발현되는 보강재에 비하여 우수한 인발저항 특성을 갖는 것으로 확인되었다. 그리고 단면적이 유사한 마찰저항 보강재의 경우에는 신장성 보강재가 비신장성 보강재에 비하여 우수한 인발저항 특성을 나타내는 것으로 평가되었다.