纖維伸直 的英文怎麼說

中文拼音 [xiānwéishēnzhí]
纖維伸直 英文
straightening of fibers
  • : 纖形容詞(細小) fine; minute
  • : Ⅰ動詞1 (連接) tie up; hold together; link 2 (保持; 保全) maintain; safeguard; preserve; keep ...
  • : Ⅰ動詞(展開) stretch; extend Ⅱ名詞(姓氏) a surname
  • : Ⅰ形容詞1 (成直線的; 硬挺的) straight; stiff 2 (跟地面垂直的; 從上到下的; 從前到后的) erect; v...
  • 纖維 : fibre; staple; filamentary
  • 伸直 : extending
  1. The red - pink squiggly lines extending from the epicardial surface into the yellow fluid represent the strands of fibrin

    許多淡紅色彎彎曲曲的呈絲線狀的物質為蛋白,在心外膜表面一到黃色分泌液中。
  2. ( 1 ) systematic triaxial compression tests are made for the sand reinforced by various national geosynthetics. comprehensive investigations into the interaction characteristics are also made between sand / lime fly ash and various national geosynthetics by direct shear tests and pull out tests, which can help choosing geosynthetic type and understanding the geosynthetic reinforcement mechanism ; ( 2 ) this paper is also firstly systematically presents the results of a comprehensive investigation into the interaction characteristics between lime fly ash and various national geosynthetics ; ( 3 ) by non - linear fem, the influence of the modulus of geosynthetics, the thickness of the soft ground and the width of the foundation on the effectiveness of geosynthetic reinforcement are also studied ; ( 4 ) the main conclusions are as followed : ( geotextiles are likely to be suited for projects allowing high displacement, polyester warp knitting geogrids and oriented geogrids for projects allowing medium displacement, glass fiber geogrids for projects allowing low displacement and geonets for secondary projects. ( the confining effect of fill material to act on different kinds of geosynthetics varies largely, which must be considered

    ( 1 )本文利用三軸壓縮試驗,比較各種國產土工合成材料對砂土的加筋效果;利用剪試驗和拉拔試驗,比較各種國產土工合成材料與砂土或石灰粉煤灰的界面摩擦特性,深入研究土工合成材料的加筋機理,首次明確提出加筋土工合成材料的選型原則; ( 2 )本文首次系統地研究了石灰粉煤灰與各種國產土工合成材料的界面摩擦特性; ( 3 )本文採用有限元法,系統研究了加筋模量、軟土地基厚度、基礎寬度等因素對土工合成材料加固軟土地基效果的影響; ( 4 )本文主要結論如下: (無紡土工織物適合用於允許大變形的加筋土工程;滌綸經編土工格柵和塑料拉土工格柵適合用於對變形有較嚴格要求的加筋土工程;玻璃經編土工格柵適合用於對變形有嚴格要求的加筋工程;土工網適合用於低等級的加筋土工程。
  3. Principal components analysis showed that the first four principal components variance accumulation contribution rate amounts to 89. 53 %, which reflected most of the variance information as listed characters above

    通徑分析結果顯示,接通徑系數大小排序,產量因素性狀依次為單株成鈴單鈴子棉重子指衣分;品質性狀依次為紡紗均勻性指數麥克隆值整齊度長率比強度2 . 5 %跨長。
  4. The in - plane equivalent elastic modulus and tensile strength of stitched composite laminates are studied, and it ' s found that the in - plane equivalent elastic modulus decreases with the increase of stitch density, stitch thread diameter, maximal misalignment angle and the distortion width, and the range is about 5 %. the tensile strength of stitched composite laminate increases with the increase of stitch step and decreases with the stitch space. the

    研究結果表明:隨著縫紉密度、縫紉線徑、最大偏轉角和縫紉變形區寬度的增加,縫紉復合材料層合板面內等效模量逐漸降低,最大降幅一般在5 %左右;縫紉復合材料層合板的拉強度隨縫紉針距的增加而增大,隨縫紉行距的增加而降低,因此縫紉密度對拉強度的影響程度要看具體的縫紉針距和行距。
  5. Based on the direct tension test, the characteristics of tension stress - strain full curves of steel fiber reinforced self - stressing concrete were investigated

    摘要通過接拉試驗研究了不同自應力等級下的鋼自應力混凝土的受拉應力應變全曲線特徵。
  6. Carbon fibre reinforced plastics - unidirectional laminates - tensile test perpendicular to the fibre direction

    層壓板材.單向層壓板材.垂方向的拉試驗
  7. Aerospace series. carbon fibre reinforced plastics. unidirectional laminates. tensile test perpendicular to the fibre direction

    航空航天系列.碳素增強塑料.單向層壓板.垂方向的拉試驗
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