longitudinal bending 中文意思是什麼

longitudinal bending 解釋
縱向構架
  • longitudinal : adj. 1. 經度的,經線的。2. 縱的,縱向的。adv. -ly
  1. The cracks are primarily parallel to the longitudinal direction of the girder and to the nominal bending stresses.

    裂紋基本上平行於主梁縱向,既平行於名義彎曲應力。
  2. Columns under axial compression and biaxial bending. in the beginning of the paper, it summarized the history and the actuality of the nonlinear analysis of special - shaped columns and the capability of the sliding of reinforcement anchoring. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered

    本論文主要內容是對鋼筋混凝土異形截面雙向壓彎柱(包括l形、 t形、十字形柱)進行非線形全過程分析,首先綜述了異形柱構件非線性分析以及粘結滑移性能研究的歷史與現狀,在有關文獻基礎上考慮了受拉縱筋和周圍混凝土的粘結滑移和混凝土應力?應變關系曲線的下降段。
  3. The content of the paper is nonlinear analysis of complete response process for t, l - shaped and " + " shaped section r. c. columns under axial compression and biaxial bending. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered, simultaneously, the restriction effect for concrete by thickening of stirrups is also included

    本論文主要內容是對鋼筋混凝土異形截面雙向壓彎柱(包括l形、 t形、十字形柱)進行非線形全過程分析,在有關文獻基礎上考慮了受拉縱筋和周圍混凝土的錨固滑移和混凝土應力?應變關系曲線的下降段,同時考慮到在箍筋加密區箍筋對混凝土的約束影響。
  4. Test method for overall longitudinal bending of glass fiber reinforced plastics fishing vessel

    玻璃鋼漁船總縱彎曲試驗方法
  5. According to the new concrete code, the calculation formula are put forward concerning the load - carrying capacity during construction, the load - carrying capacity of cross - section bending, longitudinal shearing, the inclined - section shearing and part shearing during the application of the continuous composite floor slab, which provide the design proofs for the continuous composite floor slab

    摘要根據新混凝土規范,給出了連續跨壓型鋼板與混凝土組合板施工階段的承載力計算公式及使用階段的正截面抗彎承載力、縱向水平抗剪承載力、斜截面抗剪承載力和局部抗沖切承載力計算公式,為連續組合樓板的設計提供了依據。
  6. The model considers the torsional deformation of transmission axes, bending and longitudinal deformation of links, geometrical nonlinearity of guiding leaf springs, and the elastic nonlinearity of balance springs

    該模型考慮了傳動軸的扭轉變形,連桿和導向板彈簧的彎曲和拉伸變形,導向板彈簧的幾何非線性及平衡彈簧的非線性等因素的影響。
  7. Welding position : if the configuration collocation of weld is symmetry and the welding sequence is reasonable, the longitudinal contraction and transverse lateral contraction deformation are usually produced, incontrast, the bending deformation is usually produced

    焊接位置:如果焊縫在結構布置對稱,焊接順序合理時,則主要產生縱向收縮和橫向收縮變形,反之,則要發生彎曲變形。
  8. In this paper, 3 - d fem for the global ship, by adding loads and inertia adjustment, is used to calculate its longitudinal strength, longitudinal bending distortion and stress distribution, and the efficiency pf the superstructure to stand against longitudinal strength, which present a foundation for the check of ship ' s longitudinal strength

    本文採用整船三維有限元分析方法,通過整船加載和慣性平衡處理,計算出設計目標船的總縱彎曲變形和應力分佈,以及上層建築參與船體總縱強度的有效度,為船體總強度校核提供依據。
  9. Abstract : in this paper, the ship structure is analyzed by using 3d overall structure finite element method and the longitudinal strength is calculated when the hydro - static bending moment, wave bending moment, horizontal bending moment and torsion moment are considered. we compare the calculating result with the one based on the theory of thin - walled box girders and discuss the future of application of the two methods

    文摘:本文對3800箱集裝箱船進行了整船有限元分析,計算了在設計靜水彎矩、波浪彎矩、水平彎矩和扭矩作用下的船體總縱強度,並與基於薄壁梁扭轉理論的總縱強度計算結果進行了比較,對兩種方法的應用前景作出評論。
  10. This variation of stresses is due to the action of in - plane shear strain in the plate, which is termed “ shear - lag ”. stresses larger than the elementary bending uniform stress thus develop at the web - flange connection. an appropriate reduced “ effective width ” of the plate - with the uniform stress equal to the maximum longitudinal stress - has been widely used by engineers in conjunction with the elementary beam bending theory

    但實際上翼緣中剪切變形是不均勻的,由此導致正應力沿橋寬呈曲線分佈,從而引出了有效寬度的概念,即按初等梁理論的公式也能得與真實應力峰值接近相等的那個翼緣折算寬度。
  11. Saikesi is specialized in making longitudinal cutter, bushing, blades for steelrolling, plastics, paper, wood, and bending dies etc. those are extensively used in such industries as metallurgy, machinery, plate work, plastics, rubber, paper, electronics, chemical engineering etc

    專業生產縱剪分條圓刀、金屬隔套、板料剪切刀片、軋鋼刀片、塑料刀片、紙品刀具、木業刀片、折彎模具等;產品廣泛應用於:冶金、機械、鈑金、塑料、橡膠、紙業、電子、化工等行業。
  12. For this purpose, a simple method was proposed to simulate the progressive collapse behavior of a ship ' s hull girder subjected to longitudinal bending. in this method the cross section of hull girder is divided into small elements composed of a stififener and attached plating

    傳統上,船體總縱強度是通過比較許用應力和在名義垂向波浪彎矩作用下甲板或船底上距中和軸最遠點的彈性應力來進行評估的。
  13. The longitudinal stresses in the tunnel structure calculated by using the model of tamura & okamoto are obviously greater than the stresses in transverse direction obtained by using two dimensional finite element analysis. it is proposed that the axial and bending stresses should not be ignored for the underground structural design

    計算結果表明,由彈簧質量模型算得的地下結構在地震作用下縱向振動和橫向振動產生的縱向和彎曲正應力及剪應力明顯高於由二維平面有限元算得的橫向平面內產生的正應力和剪應力,由此可見軸向應力和彎曲應力是地下結構抗震設計中不容忽視的因素。
  14. In this paper, nonlinear behavior of reinforcement concrete combined torsion members subjected to axial compression, bending moment, shear and torsion is analyzed and researched with nonlinear finite element method. concrete has been modeled using eight - node hexahedral isoperimetric element and reinforcement element are divided into two cases. longitudinal reinforcement has been modeled with discrete element and stirrup has been modeled with smeared element

    在建立鋼筋混凝土的有限元模型時,混凝土採用的單元為八節點六面體等參單元,鋼筋單元分為兩種情況,縱向鋼筋採用分離式鋼筋單元,箍筋採用埋藏式鋼筋單元,即箍筋作為附著在混凝土等參數單元內或單元上的「膜單元」 。
  15. The load distributed by central piles under vertical load are higher than by others of the pile group ; 2. under higher vertical load, the foundation soil shows an obvious characteristic of plastic strengthening ; 3. the bearing capacity of pile group under vertical load is larger than the whole sum of bearing capacity of single piles in pile group ; 4. the position of the maximum or zero value of bending moment inpiles, the line shape of bending moment diagram and the value of bending moment of the same cross section of a pile under same load is different according to the lateral loading and the longitudinal loading ; 5

    在較大的豎向荷載作用下,土體出現明顯的塑性強化特徵; 3在豎向荷載作用下,群樁的承載力大於各基樁承載力之和; 4沿線路水平縱、橫向加載時,最大彎矩和零彎矩的位置、彎矩變化曲線的形狀以及在相同荷載作用下各樁同一截面的彎矩值都有一定差異; 5
  16. Abstract : based on the test and analysis of 12 short restrained reinforced concrete columns with intermediate longitudinal bars, an analysis model is established to calculate the shear bearing capacities of the short columns subjected to axial load, bending moment and shear force, and with the intermediate longitudinal bars considered, the calculating formulae are derived

    文摘:根據12根配有中間筋的鋼筋混凝土約束短柱試驗與分析,建立了彎、剪、壓復合應力狀態下構件受力分析的力學模型,由此導出了考慮中間筋作用的構件抗剪承載力計算公式。
  17. First, the paper sets up finite element models of 4 - point bending rc beam strengthened with frp sheet. not only material nonlinear of concrete and steel bar but bond style of longitudinal steel, stirrup and frp are taken into account

    本文首先建立了纖維布加固鋼筋混凝土梁四點彎曲的有限元模型,考慮了混凝土、鋼筋的材料非線性以及縱向鋼筋、箍筋和纖維布與混凝土之間的聯結關系。
  18. The calculation of the ultimate longitudinal bending moment is extremely complicated because of the non - linearity both in material properties and in geometry of deformations

    由於計及了材料的和幾何的非線性因素,總縱極限強度的計算變得非常復雜。
  19. The concept of the longitudinal strength of ship hulls has changed and advanced greatly as the study on the failure mechanism of the hull is getting deep. by taking account the failure modes of yielding, buckling and their combination, as well as the non - linear interactions between structural members, the ultimate longitudinal bending moment is defined by the moment corresponding to the point with zero slope on the moment - curvature curve of the ship hull

    但隨著對船舶破壞機理的認識和研究發現,在研究船體的總縱極限強度時,必須考慮構件的屈曲、屈服等各種可能的破壞模式,要考慮受壓構件屈曲后及崩潰后的非線性性能的影響,要考慮組成船體的各個構件發生破壞的漸進性質和相互作用等。
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