斜纖維 的英文怎麼說

中文拼音 [xiéxiānwéi]
斜纖維 英文
bibrae obliquae
  • 斜 : 形容詞（跟平面或直線既不平行也不垂直的） oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • 纖 : 纖形容詞（細小） fine; minute
  • 維 : Ⅰ動詞1 （連接） tie up; hold together; link 2 （保持; 保全） maintain; safeguard; preserve; keep ...
  • 纖維 : fibre; staple; filamentary
  1. It canbe determined the enhancing effect of new steel fiber to shear resistance of beams by the test of tensile strength of steel fiber reinforced concrete, it is important to reduce test cose and increase research efficiency

    可以通過鋼纖維混凝土抗拉強度試驗來確定新品種鋼纖維對梁斜截面上混凝土受剪承載力的增強作用，這對于降低試驗成本和提高研究效率具有重要工程價值。
  2. Both are tough, since they consist of dense, close - grained, matted aggregates, but they differ from one another in their chemical composition and colours

    ，因為他們都是單斜晶系和纖維狀微晶集合體，但卻
  3. Dynamic characteristics of long - span cable - stayed bridges using carbon fiber composite cable

    應用碳纖維索的大跨度斜拉橋結構振動特性
  4. There is not composite enhancing effect to shear resistance of reinforced concrete beams between steel fiber and stirrups

    鋼纖維與箍筋之間在提高鋼筋混凝土梁斜截面承載力方面不存在「藕合增強效應」 。
  5. The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams, columns and outer frame as reinforcing fiber. ( 2 ) elastic - plastic stage. the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar

    （ 1 ）彈性階段? ?將墻體視為一種以輕質砌塊為基體，混凝土肋梁、肋柱、外框為增強纖維的復合材料等效彈性板； （ 2 ）彈塑性階段? ?將墻體視為一個由鋼筋混凝土剛架和與之鉸接的砌塊等效斜壓桿組成的剛架斜壓桿組合模型； （ 3 ）破壞階段? ?將墻體視為肋梁嚴重破損的梁鉸框架模型。
  6. A soft, short - napped fabric with a twill weave, made of wool, cotton, rayon, or silk

    起絨織物一種柔軟、起短絨並有斜紋波浪的織物，用羊毛、棉、人造纖維或絲製成
  7. Brit ) a plain or twilled wool - and - cotton fabric used especially for warm shirts or skirts and pajamas

    （英國）尤其是用於柔軟的襯衫、裙子和睡衣的樸素或斜紋的毛紡和棉布纖維。
  8. Test research and theoretic study on shear strengthening of reinforced concrete restrained beams using externally applied carbon fabrics reinforced plastics under concentrated loads is presented in this thesis, which is part of the project of construction bureau of hunan province

    本文結合省建設廳課題碳纖維加固鋼筋混凝土結構的受力變形性能及加固方法研究，對鋼筋混凝土約束梁斜向貼cfrp抗剪加固進行了試驗研究和理論探討。
  9. Currently, the company is provided with two extra - width fabric dyeing lines and one blanket production line, with annual dyeing capacity at 30, 000, 000m and annual blanket production capacity at 3, 000, 000pcs, plus 1, 000, 000 suites of finished articles per annum. the main products include dyed extra - wide - width 100 % cotton fabric of medium and high grade, high - count silk - cotton fabric, 100 % silk fabric, tencel, model, bamboo, fibre fabric, tabbies, satins as well as finished suites and finished blankets

    目前公司有二條特闊染色生產線，一條毯子生產線，年染色能力3000萬米，毯子300萬條，製品套件100萬枚，主導產品有中高檔特闊純棉、絲綿高支高密、全真絲、天絲、莫代爾、竹纖維、平紋、緞紋、斜紋等染色生產，套件及毯子製成品。
  10. Steel fiber reduces the size effect of shear resistance of reinforced concrete beams without web reinfocements. the size effect formula is proposed in this paper, it is better agreement with test data. 5

    鋼纖維對鋼筋混凝土無腹筋梁斜截面承載力「尺寸效應」具有降低作用，本文提出了與現行規范相銜接的鋼筋鋼纖維混凝土腹筋梁斜截面承載力「尺寸效應」計算公式，與現有的試驗資料符合良好。
  11. The research works and conclusions of this paper as following : 1. besed on the test results published over the word of reinforced concrete beams without web reinforcements and with stirrups, the systematically statistical analysis is carried out to set up the fomula of shear resistance of reinforced concrete beams using the uniaxial tensile strength of concrete. it provided the basis of strtistical analysis for shear resistance of steel fiber reinforced concrete beams

    根據收集到的國內外對鋼筋混凝土無腹筋梁和鋼筋混凝土有腹筋梁的斜截面承載力試驗研究成果，進行了比較系統的綜合統計分析，提出了採用混凝土軸心抗拉強度研究成果，進行了比較系統的綜合統計分析，提出了採用混凝土軸心抗拉強度指標的鋼筋混凝土梁斜截面承載力計算公式，為鋼筋鋼纖維混凝土梁受剪承載力試驗結果的統計分析提供了基礎。
  12. Experimental study on shear strength of sfrc prestressed continuous composite plate

    鋼纖維砼預應力連續疊合板斜截面承載力研究
  13. Experimental study on shear strengthening with cfrp in negative area of cantilever beams

    碳纖維加固鋼筋混凝土矩形截面外伸梁斜截面試驗研究
  14. Calculation of shear strength of concrete column strengthened with carbon fiber reinforced plastic sheet

    碳纖維布加固混凝土柱的斜截面受剪承載力計算
  15. Materials for interconnection structures - sectional specification set for reinforced base materials, clad and unclad - epoxide cross - plied linear fibreglass - reinforced laminated sheets of defined flammability vertical burning test copper clad

    互連結構用材料.包層和非包層的增強的基材分規范.規定了易燃性的環氧斜交簾布層的線性纖維玻璃增強的包銅的疊層板
  16. Wider access to the joint may be attained in the following ways : ( 1 ) by extending the incision proximally, ( 2 ) by extending the proximal part of the incision obliquely medially and separating the fibers of the vastus medialis, ( 3 ) by dividing the medial alar fold and adjacent fat pad longitudinally, and ( 4 ) by mobilizing the medial part of the insertion of the patellar tendon subperiosteally

    還可以通過下述方法擴大手術顯露：將切口向近端延長；將切口近端部分斜向內側延長並分開股內側肌纖維；縱向劈開內側翼狀襞及鄰近的脂肪墊；骨膜下松解髕韌帶止點的內側部分。
  17. Calculation of ultimate bearing capacity for inclined section of concrete composite beam with two - stage uniformly distributed load

    二次受力鋼纖維混凝土迭合梁斜截面承載力計算
  18. It is identical between the effects of steel fiber on shear resistance of concrete at inclined section of beams and on tensile strength of concrete. 4

    鋼纖維對梁斜截面上混凝土受剪承載力的增強作用與鋼纖維對混凝土抗拉強度的增強作用之間存在良好的一致性。
  19. Thermal residual stresses in short fiber reinforced metal matrix composites ( sfrmmc ) can reach a high level and have a significant effect on the mechanical properties of composites. in this paper, three dimensional elastoplastic finite element analyses were used to study the thermal residual stresses in sfrmmc and its effect systematically. with the interfacial property, fiber ' s orientation and reciprocity of fibers considered, the thermal residual stresses in - al2o3 / al - 5. 5mg, - al2o3 / al - 5. 5zn and - al2o3 / al - 12si alloy composites were calculated and analysed

    本文在分析計算中綜合考慮了界面性能、纖維位向以及纖維間相互作用的影響，分別採用單纖維模型、雙纖維模型和斜向纖維模型，對- al _ 2o _ 3 al - 5 . 5mg 、 - al _ 2o _ 3 al - 5 . 5zn和- al _ 2o _ 3 al - 12si三種al合金基復合材料的熱殘余應力進行了計算和分析；對存在熱殘余應力時復合材料的應力?應變曲線進行了模擬；還基於能量等效原理的有限元方法，考慮了熱殘余應力及纖維位向的影響，推導了短纖維增強金屬基復合材料彈性模量的預測公式。
  20. 2. based on the test results published over the word of steel fiber reinforced concrete beams without web reinforcements and with stirrups, the effects of steel fiber to shear resistance and the relationship of steel fiber to stirrups are analyzed, the improvements of steel fiber to failure states of reinforced concrete beams without web reinforcements are discussed. it is proposed that the formula of shear resistance of steel fiber reinforced concrete beams based on the model of the current design and construction spectification of steel fiber reinforced concrete structures ( cecs38 : 92 ), used of the uniaxial tensile strength of steel fiber reinforced concrete, and combined with different formulas specified in current design codes of concrete structures issued by different trades

    根據收集到的國內外對鋼筋鋼纖維混凝土無腹筋梁和鋼筋鋼纖維混凝土有腹筋梁的斜截面受力性能試驗研究成果，對鋼纖維在增強鋼筋混凝土無腹筋梁和有腹筋梁斜截面承載力方面的作用及其在箍筋抗剪承載力的關系進行了總結分析，對鋼纖維改善鋼筋混凝土梁破壞形態方面的作用進行了分析討論，提出了採用鋼纖維混凝土軸心抗拉強度指標，基於現行cecs38 ： 92 《鋼纖維混凝土結構設計與施工規程》計算模式、能夠與目前國內各行業現行混凝土結構設計規范中不同的鋼筋混凝土梁受剪承載力設計方法配套使用的鋼筋鋼纖維混凝土梁受剪承載力設計方法。
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