塑性狀態 的英文怎麼說

中文拼音 [xìngzhuàngtài]
塑性狀態 英文
condition of plasticity
  • : 動詞(塑造) model; mould
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : Ⅰ名詞1 (形狀) form; shape 2 (情況) state; condition; situation; circumstances 3 (陳述事件或...
  • : 名詞1. (形狀; 狀態) form; condition; appearance 2. [物理學] (物質結構的狀態或階段) state 3. [語言學] (一種語法范疇) voice
  • 狀態 : status; state; condition; state of affairs: (病的)危險狀態 critical condition; 戰爭狀態 state o...
  1. In the fully plastic condition, the neutral axis does not necessarily pass through the centroid.

    在全下,中軸不一定需要通過形心。
  2. The existing theoretical analyses have n ' t refelcted this true mechanism of the force transfering in fixed segment of anchor bar. for the sake of studying the working course from elastic to elastoplasticity slide better, this paper put forward shear stress - displacement curve, and solve the internal force distribution along anchor bar by the basic equntion. at the same time, this paper analysize the difference of columniform fixed segment and the segmeng with anchor slab at the foot of anchor bar

    為了更好的研究錨桿在不同荷載作用下,錨桿的工作從彈到彈發展的整個過程,本文進行了錨桿受力的模型實驗研究,根據實驗結果提出了剪應力與位移的彈本構關系表達式,並根據錨桿受力的基本方程,求解得出了錨桿在不同工作下從彈到彈滑移的全過程中錨桿的內力分佈。
  3. The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement. according to the above theories, code gbj7 - 89 gives the correlative terms. but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist

    我國現行規范gbj7 - 89將這兩者分開考慮,其計算地基承載力設計值的公式是根據彈地基中應力分佈及土的極限平衡理論為依據而得出的,求地基的沉降變形時則視土體為彈,這些理論對地基及土的假設與淺基礎地基的實際工作及天然土體的非線、彈存在一定的偏差。
  4. As an advanced materials preparation technology, spray - deposition has shown remarkable superiority in producing large - sized alloys and metal matrix composites. however, the spray deposeted preforms usually contain a certain quantity of porosity. besides, the oxide films on the surface of the particles lead to week metallurgic conjunction between the particles. in order to obtain an ideal structure and performance, the porous preforms need further densifying and plastical forming. in this paper, a new technology named wedge pressing was used to densify spray - deposeted 5a06 aluminium alloy, in which the large deformation can be obtained through the sum - up of local deformation and multi - step small deformation. this method can also solved the problems in traditional processing and greatly decreased the producing cost. what ’ s more, the reserch on the wedge pressing desification rules about the large - sized spray deposeted preforms was significant it was vital not only to the further densification of the prefoums but also to the further research on plastical deforming the research was also benefit to the industrialization an the application of the spray deposeted porous materials

    坩堝移動式噴射沉積技術作為一種先進的材料制備新技術,在制備大尺寸合金及金屬基復合材料方面具有顯著的優越。然而噴射沉積坯件特別是大型坯件通常存在一定量的孔隙,顆粒表面存在一定量的氧化膜,顆粒之間未能完全達到良好的冶金結合,因此需要進行后續緻密化和變形才能獲得理想的組織和能。本文採用一種新型的楔形壓制工藝,即通過局部變形、多道次小變形累積實現大變形的緻密化加工方法,對噴射沉積多孔坯料進行后續緻密化和變形,很好地解決了傳統加工工藝的難題,大大降低了生產成本。
  5. Structured with glass or plastic transparant pipe, and directly make it into thermotube, which makes the whole thermotube become visible for our naked eyes to observe the work state of the working substance in the interior of thermotube ; fully transparent thermotube research and tutorial appliance also offers the metal and nonmetallic pipes of the same shape used for contrasting, from which we can conclude their diathermancy in different conditions, demonstrate intuitionistically and testing the different performances of the thermotube, which makes the study and the testing about the thermotube ' s performance more deep and easy

    採用玻璃或透明料的管,並直接將其製造為熱管使得熱管的全部都是可以用肉眼觀測到熱管內部的工作介質工作的,全透明熱管科研教學器具還給出了與熱管同樣外形的用於作對比的金屬管和或非金屬管,可以通過對比確定不同條件下的熱管與金屬或非金屬的傳熱能,可以直觀的演示、測試熱管的各種能,更深入、易懂地學習、試驗熱管的各種能。
  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,採取了剪應力判斷彈塑性狀態,以改進和完善基坑工程彈地基梁法,推導了彈下地基反力系數的近似解,提出了採用剪應力組合判斷土彈簧彈塑性狀態的方法,編制了相應的彈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、粘聚力、內摩擦角等參數變化對基坑工程的影響。
  7. After excavation, there are concentration phenomenon of stress at the corner or the shiplock room, and the tension zone lies in half of the middle part as well as the part of the two slopes to the lower part of the upright wall. finally the analysis results are compared with site monitoring data in period of construction as well as the feedback reports, the result of all comes to meet with each other very well

    開挖完成後,在閘室拐角處存在不同程度的應力集中現象,中隔墩上部1 2的巖體及南北邊坡至直立墻頂部平臺以下的部分巖體為拉應力區。在兩側邊坡及邊墻的區出現在損傷區和部分卸荷影響區內,中隔墩大部分區域的巖體都進入了塑性狀態,閘室底板處的區基本上與損傷區一致。
  8. The way of cutting hard brittle material in a plastic state is classified

    塑性狀態下切削硬脆材料的方法進行了歸納和分類。
  9. Abstract : this paper introduces a new processing think of cutting hard brittle material in a plastic state

    文摘:提出了在塑性狀態下切削非金屬硬脆材料的加工思路。
  10. A further study of the way and theory of cutting hard brittle material in plastic state is presented

    闡述了進一步研究在塑性狀態下切削硬脆材料的理論、方法,並提出了今後的設想。
  11. The expansion and strength of middle strength superplasticized expansive concrete develop more coordinately. fa reduces the early strength of middle strength superplasticized expansive concrete, and this make more expansion become invalid when the concrete is in plastic state

    中強流膨脹混凝土的膨脹與強度能發展比較協調,粉煤灰的加入降低了早期強度,使更多的膨脹變為無效膨脹消耗在仍處于塑性狀態的混凝土中,混凝土限制膨脹率減小。
  12. The results show that the squeeze viscous force decreases with the slip parameter increases, rigid region of the fluid increases with the slip parameter increases. when the slip parameter tends to infinite, the results of the squeeze viscous force reduce to the case of the squeeze flow of rigid - plastic solid between two parallel disks

    結果表明,圓盤上的擠壓力隨著滑移參數的增加而減小,當流體全部處于流動時,即為圓盤擠壓牛頓流體時的情況;當流體全部處于剛時,即為圓盤擠壓理想剛介質時的情況。
  13. In this paper seismic analysis method of large complex structures such as bridges, tall buildings, subjected to stationary random ground excitations is investigated for which the non - linear elasto - plastic characters of some components is taken into account

    本文對于在平穩隨機地震激勵下部分構件進入非線塑性狀態工作的大型復雜結構(如橋梁、高層建築等)進行抗震分析。
  14. At plastic state, rate of water loss in concrete is quickened ; measures should be taken to prevent it in practical construction

    混凝土在塑性狀態下失水較快,應注意加強防止措施。
  15. Concrete has the advantage that it is plastic condition and is given the desired shape and texture by means of the forms

    混凝土的優越就在於澆築時它處于塑性狀態,因此可藉助模板獲得設計所要求的形和特徵。
  16. The author utilizes double broken line model to show relation between friction and displacement around the pile. the article establishes equation about friction and relative displacement according to elastic or plastic condition that soil around or in the tip of the pile lies in. then we use continuous and border conditions to determine relative displacement

    作者用雙折線硬化模型來表示樁側摩阻力與樁土相對位移的關系,並根據樁側土與樁尖土處于不同的彈塑性狀態,建立樁身軸向力和樁土相對位移的微分方程,利用連續和邊界條件可解出相對位移,然後再根據相對位移又解出樁軸向力和負摩阻力。
  17. For deriving the formula of the concrete filled steel tube short column subjected to axial compress we use the forth strength principle that is the shape energy ratio principle and get the formula when the steel gets into plastic stage

    在推導鋼管混凝土軸心受壓短柱承載力公式時,論文利用第四強度理論(即形比能理論)推導出鋼管進入塑性狀態時的應力公式和三向應力下混凝土的破壞準則公式。
  18. In general, anti - seismic structures will be in the condition of elastic - plastic behaviors under strong earthquakes

    在罕遇地震等的作用下,建築結構將會進入到彈塑性狀態
  19. Analysis of stress - strain in the plastic state

    塑性狀態下三維應力應變分析
  20. It is a universal phenomenon that residual stress exists in steel structures the existence of residual stress makes certain parts of member develop plasticity ahead, thereby reduces the whole stability of member

    鋼結構中存在殘余應力是一種普遍現象。殘余應力的存在使構件中某些部位提前進入塑性狀態,從而降低構件的整體穩定
分享友人