粘性剪力 的英文怎麼說

中文拼音 [niánxìngjiǎn]
粘性剪力 英文
viscous shear force
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : Ⅰ名詞1 (剪刀) scissors; shears; clippers2 (姓氏) a surname Ⅱ動詞1 (用剪刀等使細的或薄片的東...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  1. Gluten index was significantly correlative with tensile strength, significantly correlative with hardness, springiness, cohesiveness, gumminess, resilience, shear force, tensile force, tensile stress, dry weight and protein losses, dry material absorption of the noodles

    麵筋指數與面條的拉伸距離呈高度顯著正相關;與面條的硬度、、拉斷、拉斷應呈顯著正相關;與面條的彈、回復、干物質吸水率、干物質損失率呈顯著負相關。
  2. The results showed that the wet gluten content were significantly correlative with dry weight and protein losses, dry material absorption and shear of the noodles, significantly correlative with gumminess, resilience, shear force, tensile force, tensile stress of the noodles

    結果表明:濕麵筋含量與面條的干物質吸水率、干物質損失率、蛋白質損失率呈高度顯著負相關,與面條的切應呈高度顯著正相關;與面條的、回復、拉斷、拉斷應呈顯著正相關。
  3. Through indoor routine tests, the physical and mechanical natures of intact and remolding soil of muck and mucky soil, in fuzhou, are analyzed in this thesis. the results reveal that water content, void ratio, shear strength of remolding soil samples are lower than those of intact samples. then qualitative analysis on the mineral composition, chemical composition and microstructure characteristic and types of the soft clay is given

    本文通過室內常規試驗對福州地區淤泥及淤泥質土的原狀土樣和擾動土樣的物理質進行了分析,觀察土樣受擾動后一些物理學指標的變化情況,發現擾動軟土樣的含水量、孔隙比、抗強度指標均比原狀土樣低;並從軟土的礦物成份、化學成份以及微觀結構特徵和類型上定地分析。
  4. Standard test method for thick - adherend metal lap - shear joints for determination of the stress - strain behavior of adhesives in shear by tension loading

    拉伸載荷法測定切中膠劑應-應變能用厚被物金屬搭接-切接頭的標準試驗方法
  5. 6. the sectional cross - sectional discrete yield - sruface model is used to spandrel deep beams, the effect of the shear deformation to shear force on ( he m ~ terial nonlinearity is considered, ( he bond slip in anchorage zones is regarded as the houndaty nonlinearity of a member. except the geometric nonhineaicty. consideration of double nonlinearities about materials an

    6 、將分段截面離散的屈服面模型法應用於裙梁,考慮切變形對材料非線的影響,將錨固區鋼筋的結滑移看成構件的邊界非線,不考慮幾何非線件,建立了裙梁考慮村料、邊界雙重非線的空間滯回曲線分析模型。
  6. Then the judging method is proposed, and the proposed method can consider the stress history and viscosity shear strength of soft soil. in this paper, a fem program dpfbm1. 0 ( double plastic foundation beam method ( version 1. 0 ) ) is established. with this program, the influence of some parameters on foundation excavation is fully studied, the parameters include : compression modulus, cohesive strength, angle of internal ficiction, effective angle of internal friction, the embedded length of the wall and building load

    針對當前國內外彈地基梁法存在的缺陷,基於對軟土流變的研究,採取了判斷彈塑狀態,以改進和完善基坑工程彈地基梁法,推導了彈狀態下地基反系數的近似解,提出了採用組合判斷土彈簧彈塑狀態的方法,編制了相應的彈塑共同變形法分析程序dpfbm1 . 0 ( doubleplasticfoundationbeammethod ( version1 . 0 ) ) ,並採用該程序分析了壓縮模量、、內摩擦角等參數變化對基坑工程的影響。
  7. 4. axial compressive ratio is advantageous to seismic behavior of staggered joints. it can improve joints first crashing loads, shear resistance capacity and reduce the sliding displacement of beam bars

    軸壓比對節點的抗震能有利,它可以提高節點的初裂荷載、抗承載、減小節點中梁筋的結滑移量。
  8. Based on measurement of strains of both horizontal stirrups in the joint core and longitudinal reinforcement passing througth the joint, in different stages, transfer mechanism and factors affacting seismic behavior of the joint, were analysed. under different shear compression ration, effect of axial force ratio on seismic behawior of the joint was also evaluated, static shear and seismic shear of the joint based on capacity design were investigated. on this basis, new governing criteria and conditions of seismic behavior of the joint were put forward

    通過對節點區水平箍筋以及貫穿節點梁、柱縱筋在不同受階段應變的精細量測,對節點的傳機理以及影響抗震能的因素進行了分析研究;對不同壓比條件下軸壓比對節點抗震能的影響規律進行了分析研究;對不同受階段梁筋的結退化規律以及節點區的切變形進行了分析研究;對節點的靜與建立在能設計思路上的抗震抗問題進行了深入研究,提出了建立在新思路基礎上的節點抗震能控制準則和控制條件。
  9. The dry gluten content were significantly correlative with cohesiveness, significantly correlative with resilience, shear force, shear stress, dry weight and protein losses, dry material absorption of the noodles

    乾麵筋含量與面條的呈高度顯著正相關;與面條的回復切應呈顯著正相關;與面條的干物質吸水率、干物質損失率、蛋白質損失率呈顯著負相關。
  10. Shear stability ability of a lubricant such a grease or vi improved oil to withstand mechanical shearing without being degraded in conslstency or viscosity

    切穩定潤滑產品(如潤滑脂或高度指數油品)抵抗機械攪拌而不發生稠度或度降低的能
  11. Shear stability ability of a lubricant such as a grease or vi improved oil to withstand mechanical shearing without being degraded in consistency or viscosity

    切穩定潤滑產品(如潤滑脂或高度指數油品)抵抗機械攪拌而不發生稠度或度降低的能
  12. Standard test method for field vane shear test in cohesive soil

    土壤的現場十字板的標準試驗方法
  13. We not only carefully discuss the clay ' s nature, its anti - sheer intension, the exponents of anti - sheer intension and the water pressure of the hole in clay, but also study varies analysis methods such as sweden strip method, stability coefficient method and bishop ' s simplified method of arc slice. finally, we thoroughly discourse upon the method of none arc slice in slope analysis

    論文中對土的抗強度特徵、土抗強度指標的選擇應用和孔隙水壓等問題進行了分析,同時對分析土坡穩定的瑞典條分法、穩定數法、圓弧滑動面的畢肖普法以及對非圓弧滑動面的土坡分析方法進行了細致深入的闡述和分析。
  14. The conclusion is that sheering and radial stress are dominant in viscosity shearing force, and that reynolds stress is larger than viscosity stress in turbulent flow, and the multiple is the reynolds number

    由分析可知在中,切向和徑向切應佔主導地位;而在湍流條件下,雷諾應的若干倍數,此倍數在量級上即為雷諾數。
  15. It has a fine adhesion and anti shear property, no edge - lifting or warping of the plate during the quick and long run

    和良好的抗可以保證即便是在高速,大量的生產過程中,也不會出現版材移動和翹版的現象。
  16. As a new type of power transmission device utilizing the shear of oil of film between two sets of discs. it is widely used for speed regulation and energy saving in large fans and pumps

    液體調速離合器是一種靠摩擦片之間的油膜來傳遞動的新型傳動方式,在大功率風機、水泵調速節能方面有著廣泛的應用前景。
  17. The plane strain tests of sand and clay, and the emergence and development of shear bands were simulated numerically by pfc to analyze the stress - strain relationship curves of pfc models and test results under different confining pressures

    對砂土和土的室內平面應變試驗及其切帶形成和發展進行了數值模擬,分別對比了不同圍壓下顆粒流試樣與室內試驗的應應變關系曲線,基本再現了砂土和土試樣應應變關系。
  18. According to the test results of localization and shear bands formation under the consolidated undrained plane strain compression tests on soft clay in shanghai, it was found that the deviator stress of shear band beginning to form was very close to its yield point in clay soils

    摘要根據上海軟土在固結不排水平面應變壓縮試驗條件下應變局部化和切帶形成的實測研究結果,發現切帶開始形成的偏應為其屈服點。
  19. The ratio of the magnitude of an applied shear stress to the velocity gradient that it produces ; that is, a measure of a noncrystalline material ' s resistance to permanent deformation

    切應數值與其產生應變速率的比值叫,用來衡量非晶材料抵抗永久變形的能
  20. En 28394 jointing products. sealants. determination of adhesive and cohesive force by shearing to rupture

    填隙產品.膩子.切直至斷裂進行-測定
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