翹曲面 的英文怎麼說

中文拼音 [qiáoqūmiàn]
翹曲面 英文
warped surface
  • 翹 : 翹動詞（一頭向上仰起） stick [hold] up ; bend [turn] upwards; curl up
  • 曲 : 曲名詞1 （一種韻文形式） qu a type of verse for singing which emerged in the southern song and ji...
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  1. Based on the three new supposition and the tow new mechanical tools : moment vector and radius vector, the warping theory introduced the analytical method of the rotation of a cross section around a fixed axis, so as to make the space stability of the thin - walled member complanate and one - dimensioned

    翹曲理論以三條新的假定和新建立的彎矩矢量和轉角向徑兩大力學工具為基礎，提出了繞定軸轉動的分析方法，使薄壁構件的空間變形平面化、一維化。
  2. In eq. (53)it is assumed that there is no restraint to the free warping of the cross sections.

    在式（53）中，可假定對截面的自由翹曲沒有阻礙。
  3. As they passed himanna mihalovna among themthe young man caught a glimpse over peoples backs and necks of the great muscular open chest, the grey, curly, leonine head, and the massive shoulders of the sick man, which were pushed up, as he was supported under the armpits. his head, with its extraordinarily broad brow and cheek - bones, its beautiful sensual mouth, and haughty, cold eyes, was not disfigured by the proximity of death

    扛起伯爵的人們，其中包括安娜米哈伊洛夫娜在內，都趕上年輕的皮埃爾，走到他身邊了，從人們的背脊和后腦勺後面，他隱約地看見病人又高又胖的裸露的胸膛，因被人攙起兩腋而略微向上翹起的胖乎乎的肩膀和長滿捲曲白發的獅子般的頭。
  4. The link should be formed steel plate, plate edge, no burr hole ; a joint warping, used to be calibrated to prevent injury and friction, the friction surface to ensure close

    連接處的鋼板或型鋼應平整，板邊、孔邊無毛刺；接頭處有翹曲、變形必須進行校正，並防止損傷摩擦面，保證摩擦面緊貼。
  5. When analyzing skew support continuous curved box girder bridge, curved grid girder analyzing method considering warping effect is applied. matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing. in order to convert original rigidity equations to structural rigidi ty equations that can be solved, bearing nodal displacement matrix can be introduced, then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings, unit rigidity matrix and unit nodal forces can be gained. structural rigidity matrix can be composed according to matrix displacement method, so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved

    分析斜支承連續曲線箱梁橋時，採用考慮翹曲作用的曲線格子梁分析方法，應用矩陣位移法對具有約束支承形式的斜支承連續曲線薄壁箱梁橋進行分析，考慮到支座的約束條件並不與梁端彎曲角位移和扭轉角位移的方向一致，引入支座節點坐標矩陣，使得梁端的位移未知量與斜支座約束方向一致，來計算單元剛度矩陣和單元節點力，然後按照矩陣位移法組集總剛並建立結構剛度方程，根據結構剛度方程即可求解未知的節點位移及桿端力，推導出任意截面處的內力計算公式。
  6. In actual car service of such batteries, the two outside positive plates were generally buckled and shorting through the adjacent separators.

    這種蓄電池在實際車輛使用過程中，一般都是外面兩片正極板翹曲，穿透相鄰的隔板而造成短路。
  7. Calculation of thermal warping stresses in cement concrete pavement slabs

    水泥混凝土路面板溫度翹曲應力
  8. The warping is found in terms of the 1 - d strains via the variational - asymptotical method ( vam ) and then cross - sectional stiffness for a gpr blade with arbitrary geometry and material property can be obtained

    根據1維應變，用變分漸近方法建立翹曲位移，然後可以得到具有任意幾何形狀和材料特性的玻璃鋼葉片的橫截面剛度。
  9. The defects of dehylogenation, deformation and poor waterproof can be overcomed or improved by the accession of fly ash and other composite admixture. better experimental results can be obtained by a lot of experiments

    但這類材質的板材防水性能比較差，表面吸濕后出現返鹵返霜、翹曲變形等現象，嚴重影響其裝飾性能和應用范圍。
  10. As the basis of stochastic torsional analysis, a stepped thin - walled beam model with complex cross - sections of arbitrary shapes ( open, closed or mixed ) is established in this paper, which takes into account the effect of secondary shear flow resulting from warping restraint

    摘要具有復雜斷面形狀的階梯精密梁模型作為扭轉隨機分析的基礎，可以計及翹曲約束引起的二次剪流。
  11. For all long, however, they have been divided up in routine design that is taken at large by engineers, i. e., the rigidity relation and deformation correspond thereof are not considered so that the deformation and displacement from foundation are neglected, which will result in errors neglecting the restrained function to the warp of foundation due to the rigidity of the upper structure and the secondary stress of the upper structure because of different settlement from the foundation

    而長期以來，工程界普遍採用的方法是將上部結構、基礎以及土體分割開來，不考慮各部分之間的剛度聯系和變形協調，忽略了基礎的變形和位移，從而忽略了上部結構剛度對基礎翹曲的限製作用，以及基礎的差異沉降對上部結構引起的次生應力，因而在安全性和經濟性方面都存在缺陷。
  12. Now, it is important to develop the composite blade researching, two measures including analysis methodology and finite methodology are provided. in this text, the finite rotation composite beam theory developed by hodges and his co - workers, during the late 1980 ' s, is adopted in order to research rotor of helicopter. a liner and two - dimension finite analytic measure is used to calculate the section characteristic and strain of the blade ; a semianalysis methodology is used to calculate the sensitive degree of section characteristic

    以giavotto的線性二維有限元分析模型為基礎考慮了復合材料槳葉的結構和變形特點，計入了剖面翹曲的影響，在此基礎上編制了具有八節點等參元復合材料槳葉剖面剛度計算的有限元程序，分析計算了復合材料梁的剖面剛度、彎曲中心、剪切中心；並利用半解析法進行剖面剛度、剪切中心、彎曲中心的參數靈敏度分析。
  13. Firstly, with uniaxial symmetrical rectangle cross section, the warping displacement function and tangential displacement function under anti - symmetrical load are supposed. then taking shear deformation into account and with potential principle, the governing differential equation for distortion angle subjected to uniformly distributed distortion load is established

    首先，以單軸對稱矩形截面薄壁桿件為研究對象，假設其在反對稱荷載作用下翹曲位移和切向位移的分佈函數，考慮剪切變形的影響，利用最小勢能原理建立單位均布畸變荷載作用下的畸變角微分方程。
  14. Warping rigidity of section

    截面翹曲剛度19
  15. Warping of section

    斷面翹曲
  16. By model experimentation of 14 high - strength concrete frame columns subjected to axial eccentric compression, shear and humdrum torque, of 9 high - strength concrete and 3 high - performance concrete frame columns subjected to biaxial eccentric compression, shear and reversed torque, the behavior of high - strength concrete frame column in warped section are studied the first time, and the mechanism of torsion bearing capacity of high - strength concrete frame column are discussed

    通過14根承受單向壓、彎、剪，單調扭矩復合作用的高強鋼筋混凝土構件和9根高強混凝土、 3根高性能混凝土框架柱在雙向壓彎剪反復扭矩復合作用的模型試驗研究，首次研究了高強混凝土框架柱在翹曲截面上的受力行為，探討了高強混凝土框架柱抗扭性能的受力機理。
  17. The residual stress in the thin films may lead the crack, hillock formation, or delamination or completely failure of the thin films

    薄膜中的殘余應力可能會造成薄膜的開裂、表面形成小丘凸起或翹曲，導致鐵電薄膜器件失效。
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