均布載荷 的英文怎麼說

中文拼音 [jūnbùzǎihé]
均布載荷 英文
even load
  • 均 : Ⅰ形容詞（均勻） equal; even Ⅱ副詞（都; 全） without exception; all
  • 載 : 載Ⅰ名詞（年） year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 荷 : 荷名詞（蓮） lotus
  • 載荷 : load; loading載荷變化 load fluctuation; variation in load; 載荷裝置 load device
  1. Equivalent uniformly distributed live load

    等效均布活荷載14
  2. Firstly the method of rayleigh - ritz and galerkin were adopted to analyze the beams under loading combined antisymmetric end moments with transverse uniformly distributed load theoretically, and the results were compared with that offered by kirby, p. a and nethercot, d. a, it showed that result was approximate and even lower and so to some extent the approach used in the paper is practice. secondly several principal factors that affect the beam stability were analyzed respectively, especially the shortening effect was mentioned scarely in some literature so far. at last, the author adopted the matlab to program the finite element software to analyze numerically, the results derived from it were agreed well with it

    本文分別採用了rayleigh - ritz法和galerkin法從理論上分析了反對稱端彎矩及橫向均布載共同作用下樑的等效彎矩系數，並與kirby ， p . a和nethercot ， d . a分析結果進行對比，結果表明本文採用的方法得出的等效彎矩系數與其得出結果比較，在均布荷載與端彎矩比例相差不大時基本接近或偏小，說明此方法是可行的，而當均布荷載與端彎矩比例較大時，應根據均布荷載作用進行彎矩等效方法來計算。
  3. The ellipsoidal coordinates are introduced to solve the unknown displacement and electric potential jumps in the integral equations under uniform loading

    引入橢球坐標系后，得到了均布載荷作用下未知位移間斷和電勢間斷的解析解。
  4. The fea model of a novel cylinder action hydraulic press has been established in commercialized software ansys by adopting coupling dofs to simulate the sliding link in the frame with analysis and calculation of the stress and the displacement of the crossbeam and the column when the frame was under centric uniform distributed load and eccentric distributed load

    摘要在商品化軟體ansys中，建立了一種新型壓力機整機的有限元模型，運用節點耦合的方法模擬滑動連接，隨後分析計算了機架承受均布載荷及偏載時橫梁和立柱的受力與變形。
  5. To determine the span of cable tray supports ， besides to meet the uniform load less or equal rated uniform load, but also to meet the deflection ( in unit ) less or equal l / 200

    在確定支、吊架跨距中，除滿足工作均布載荷小於或等於額定均布載荷之外，還要滿足相對撓度小於或等於l / 200 。
  6. Under action of uniformly distributed load or line load along inside edge, the upper and lower critical loads of truncated spherical shells with exponentially variable thickness and rigidly clamped edge were consistent with those obtained by other methods

    在均布荷載或內邊緣均布線荷載作用下，指數型變厚度固定夾緊開頂球殼的上、下臨界荷載得到了同其他方法一致的結果。
  7. In this thesis theoretical solution of inhomogeneous polar orthotropic plate was deduced and plate with clamped edges was taken as example. the displacement in radius direction, inner - force in radius direction, inner - force in annulus direction and buckling load with different core - radius ratio were worked out. the effect of core - radius ratio to the result was discussed in the conclusion

    本文從理論上推導出了非均勻極正交各向異性圓板的精確解，並且以夾支圓板作為算例，計算了在不同核徑比的情況下，圓板受外部縱向均布載荷作用后的徑向位移、徑向內力、環向內力，以及屈曲載荷，討論了核徑比對計算結果的影響。
  8. Then the equations of elastic problem are imported into the hamilton system in the plane right - angle coordinate system and a new symplectic numerical method, the symplectic difference method of elasticity in hamilton system, is put up based on the mixed equation of elastic problem. the arithmetic of the method is programmed and used in the solution of three problems of elasticity, which is sheet problem, simply girder problem and deep girder p roblem that is pressed equally in the right - angle coordinate system

    然後在平面直角坐標系下將彈性力學問題引入到hamilton體系中來，針對彈性力學混合方程建立了一種新的辛型數值計算方法? ?基於hamilton體系的彈性力學辛差分方法；並且編程實現了該方法的演算法結構，計算了三個具體的算例：受均布載荷的薄板問題、簡直梁問題和深梁問題。
  9. Unknown displacement and electric potential jumps in the integral equations are approximated with a product of fundamental density function and polynomials, in which the fundamental density function reflects singular behavior of electroelastic fields near the crack front and the polynomials can be reduced to a real constant under uniform loading

    超奇異積分方程中的未知位移間斷和電勢間斷近似地表示為基本密度函數與多項式之積，其中基本密度函數反映了橢圓片狀裂紋前沿電彈性場的奇異性，而多項式在均布載荷作用下可用一個常數來表達。
  10. The present results under uniform normal loading are the same as the available exact solutions, but those under uniform shear loading have not been found in the literature

    法向均布載荷作用下的結果與現有精確解完全一致，切向均布載荷作用下的結果則尚未見有其它報道。
  11. Analytical solution for orthotropic propped cantilever beam subjected to uniform load

    均布載荷作用下正交各向異性一端固支一端簡支梁的解析解
  12. Elastic analysis of rectangular thin plate constrained with beam under local uniform load

    均布載荷作用下各向異性固支梁的解析解
  13. In order to overcome the shortages resulted from hypothesis of small deformation in radial symmetry based on thick - wall cylinder, plane stress and uniform pressure about residual stress around cold - expanded hole, a new model was proposed which takes into consideration the effect of split - sleeve, the different states along thick direction of specimen

    摘要針對目前在研究冷擠壓孔邊殘餘應力時，大都採用基於厚壁圓筒的軸對稱小變形、平面應力狀態、孔邊受力為均布載荷等假設所帶來的不足，提出了在三維真實模型狀態下，考慮襯套對孔邊受力的影響、試件在厚度方向上的應力差異等因素。
  14. As an example, a specific problem that the uniformly distributed load acts on the overhanging section of rectangular overhanging plates is solved, and the solution to it is compared with the result of finite element method

    作為算例，具體求解了外伸部分作用均布載荷的矩形外伸板，並與有限元結果進行了比較。
  15. Analytical solution for fixed - end orthotropic beams subjected to uniform load

    均布載荷作用下正交各向異性固支梁的解析解
  16. Nonlinear bending of corrugated diaphragm with large boundary corrugation under uniform load

    均布載荷作用下帶邊緣大波紋膜片的非線性彎曲
  17. Hence, the paper solved the large symmetric deflection of the annular plate under uniform pressure applying the approximate method

    為此，文章採用了近似的方法，解決了均布載荷下復原閥片和壓縮閥片的大撓度變形問題。
  18. Uniform distributed load

    均布載荷
  19. Analytical solution of the elastic mechanics for static indeterminate beams fixed at two sides under the even load

    均布載荷下雙材料懸臂梁的解析解
  20. The displacement, stress and strain of the pendulous socket are calculated when the socket is subjected to both outside uniformly distributed load and inside concentrated load

    得到了該構件在受外部均布載荷和內部集中載荷作用下的位移、應力、應變的有限元解。
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