有限塑性范圍 的英文怎麼說

中文拼音 [yǒuxiànsùxìngfànwéi]
有限塑性范圍 英文
finite plastic domain
  • 有 : 有副詞[書面語] （表示整數之外再加零數）: 30 有 5 thirty-five; 10 有 5年 fifteen years
  • 限 : Ⅰ名詞（指定的范圍; 限度） limit; bounds Ⅱ動詞（指定范圍, 不許超過） set a limit; limit; restrict
  • 塑 : 動詞（塑造） model; mould
  • 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
  • 范 : 名詞1 [書面語] （模子） pattern; mould; matrix 2 （模範; 榜樣） model; example 3 （范圍） boundar...
  • 圍 : Ⅰ動詞1 （四周攔擋起來 使裡外不通; 環繞） enclose; surround; corral 2 （繞; 裹） wrap Ⅱ名詞1 （四...
  • 有限 : limited; restricted; finite; a little; not much
  • 范圍 : scope; limits; extent; boundary; confines; range; range dimension; spectrum
  1. To analyze fem plastic zone graph not only can estimate the collapsing scope but also can prove that when the nether part of some landslide bodies collapse, the landslide bodies probably slide entirely

    通過有限元塑性區分析不但能夠估計出可能的塌角范圍，而且可以看出個別滑體在塌角的同時有可能產生整體滑動。
  2. The collapsing scope of bank accumulation body of zipingpu reservoir in national highway 213 which caused by the sharply falling of water level of zipingpu reservoir is estimated according to the fem plastic zone graph

    根據有限元法得出的塑性區圖，對紫坪鋪水庫蓄水后水位驟降可能引起213國道紫坪鋪庫區庫岸堆積體的坡角坍塌范圍進行了估計。
  3. Also, 40m - length fore - and - aft antique city walls will be utilized to establish the 3d elastic finite - element model. in this case, a reasonable construction technique will be attained as the impact of tunnel construction on terrestrial sedimentation of antique city - wall sectors as well as the stability of mid -

    以及取古城墻前後40m的長度范圍，建立三維彈塑性有限元模型，考慮隧道施工對古城墻段的地表沉降的影響以及中隔墻在時空上的穩定性，得出較為合理的施工方式。
  4. The use of traditional ways such as the trial - and - error and empirical method to define the process windows of the difficult - to - deforming materials can not keep pace with the rapid development of modern industry

    本構關系是制定其塑性加工工藝的主要依據之一，也是利用動態材料模擬方法和剛塑性有限元法合理確定這類難變形材料的熱力參數范圍的前提條件。
  5. In this thesis, the unloading region of a typical cross section of shiplock slope of tcp is given, that is 15570 according toin - situ test and geological survey. considering the effects of excavation unloading, numerical analysis for shiplock slope is made by fem and flag. using the theory and software described in this thesis, the excavation analog and the stability analysis of the typical cross section of the three gorges shiplock high slope has been carried out

    本文選取三峽工程永久船閘邊坡的典型剖面15570剖面，根據現場試驗和地質調查確定的卸荷范圍，考慮卸荷帶巖體力學參數隨開挖過程而變化，採用二維彈塑性有限元法、二維彈塑性顯式有限差分法進行了邊坡施工開挖數值模擬。
  6. Fourthly, the linear programming technique is combined with efg - fe coupling method to solve the elasto - plastic contact problems. a cylinder in contact with a rigid plane is implemented to show how to choose some of the parameters of efg - fe coupling method in solving the contact problems. an elasto - plastic contact of rough surfaces is also carried out

    通過編程對光滑表面圓柱體與剛性平面的彈塑性接觸問題以及粗糙表面與剛性平面的彈塑性接觸進行求解，在對無網格區域相關參數研究的基礎上，指出了用無網格伽遼金-有限元方法求解接觸問題時的合理參數范圍。
  7. After the engineering slope was dug, several small plastic zone the designed rock - fill dam will coming in the temporary slope, because rock - fill dam change the stress field on a small degree. but a gravity dam will arouse a great area of plastic zone in the permanent slope, which will bring a stability problem. after detail and depth study, the rock - fill dam project is more compatible of the engineering geology condition in nuozadu hydraulic - power station ' s dam site

    工程邊坡開挖后，擬定的堆石壩方案由於嵌入淺，應力的調整有限，塑性區主要分佈在壩頂高程附近的較小范圍內；而擬定的重力壩方案，由於嵌入深，引起了一定程度的應力調整，邊坡巖體表層產生了鬆弛變形，塑性區主要分佈在壩頂高程到坡頂前緣（永久邊坡）的v ivb類巖體分佈區。
  8. An elastic - plastic and geometrically nonlinear finite element method is developed to analyze ultimate strength of h - shape steel columns under axial compressive loading. initial imperfections including residual stress due to hot - rolled and initial overall deflections of columns are considered. an experiment study of 21 h - shape steel columns with slenderness parameter of ranging from 40 to 120 is conducted to verify the theory results

    本文通過彈塑性和幾何非線性的有限單元法理論分析，在長細比范圍在40 ? 120的21根國產h型鋼軸心受壓柱的承載力試驗中進一步證實了這一理論的合理性和有效性。
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