擠塑理論 的英文怎麼說

中文拼音 [lún]
擠塑理論 英文
extrusion theory
  • : 動詞1 (人、物緊緊挨在一起; 事情集中在同一時間內) crowd; pack; cram 2 (使勁用身體推開人或物) j...
  • : 動詞(塑造) model; mould
  • : Ⅰ名詞1 (物質組織的條紋) texture; grain (in wood skin etc ) 2 (道理;事理) reason; logic; tru...
  • : 論名詞(記錄孔子及其門徒的言行的「論語」) the analects of confucius
  • 理論 : theory
  1. The comparison between experimental results and theoretical results show that to calculate the value of crushing hole in roller chain plate has practical significance

    結果表明,用彈性有限變形和有限元方法計算出的鏈板最佳孔量具有工程實際上的可用性。
  2. Combining with characters of powder, the mechanic of powder plastic deformation, the strengthen cause of powder extrusion products, the effect of surface oxide and powder strengthen materials property and formability of powder extrusion products were introduced and discussed in this dissertation

    文結合粉末的特性,對粉末性成形的機、粉末壓製品的強化機制、粉末表面氧化物及顆粒強化材料對粉末壓製品的性能和成形性的影響進行了述評。
  3. Paper aims at the theory problem of exact celerity machining design which is realized urgently in special shaped products, solves mathematics model of similar forming plastic stream, recurring to modern conformal mapping fruit, builds die mathematics model and optimized function equation of arc square product in precision extruding / drawing, establishes theory model for precision celerity shaped die of cad / cam integrative constitution

    摘要本文針對亟待實現的壓(拔制)異型材模具精密快速加工設計課題,藉助于近代共形映射研究成果,求解了異型材壓(拔制)模具相似成形性流動的數學模型,建立了圓角方型材精密壓(拔制)模具模腔數學模型及其優化函數方程,建立了為實現模腔精密快速的cad / cam一體化的模型。
  4. In this article, we introducte the advanced numerical, analysis method - finite element method and lucubrate the rigid - viscoplasticity basic theory for three - dimensional problem with the metal ' s specific feature of the warm extrusion forming process, the analytical procedure of metal ductility forming process and the rigid - viscoplasticity finite element method ' basic theory. the rigid - viscoplasticity ' s modle has been made and the rigid - viscoplasticity ' s modle finite element columnwise based on the lagrange facil method and overtension overtress has been deducted in this paper. at the same time, we have analytic studied the forming technique process for the sway oil pump stator

    文採用先進的數值分析方法? ?有限元法,結合金屬在溫壓成形過程的具體特點,詳細述了三維問題的剛粘性有限元法,介紹了金屬性成形過程的分析方法,以及剛-粘性有限元法的基本,建立了剛-粘性模形,推導了基於lagrange乘子法和過應力模形的剛粘性有限元列式,並對轉向油泵定子的成形工藝過程進行了研究分析。
  5. Abstract : the excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious. the method for calculating squeezing stress and excess pore pressure by elastic - plastic theory is deduced in this paper, and furthermore, the reasonable pile spacing by regarding the influence of both squeezing stress and excess water pressure is given

    文摘:飽和軟粘土地基沉樁過程中樁土壓所引起的樁周土體超孔隙水壓力效應是非常顯的.本文從彈出發推導出沉樁過程中樁周土體壓應力及超孔隙水壓力的計算公式,給出了考慮壓應力和超孔隙水壓力影響因素的合打樁間距的確定方法
  6. Based on the shear theory of newtonian viscous liquid, the fusible damp coefficient is established for electromagnetism dynamic polymer extruder screw ' s axial vibration system

    摘要對聚合物電磁動態出機螺桿軸向振動系統,根據牛頓型粘性流體的剪切,確定了聚合物熔體的阻尼系統。
  7. The correctness was testified through experimentation, which verifies that it is an effective analyzing method for continuous extrusion industry application to estimate the load on the extrusion wheel and chamber

    根據各分區的變形特點,利用性力學得出接觸應力的解析表達式,討連續壓變形區接觸應力的分佈特點與規律。
  8. That is to say, there are differences in selecting the points which represent the average compactive effect of soil between piles. based on cavity expansion method, the stress change of soil between piles when sinking pile is studied with elasto - plasticity theory. the triaxial compression tests of undisturbed samples are carried our in laboratory

    本文通過圓孔擴張,應用彈對灰土密樁成孔過程中樁間土土體應力的變化進行了分析研究,通過試驗採取原狀土樣進行三軸試驗,用鄧肯-張模型建立土的本構關系,對樁間土的密進行分析,並通過現場干密度試驗,分析和研究樁間土的密效果。
  9. The process of penetration is regarded as expansion of cylindrical cavity in infinite soil mass. combining with the knowledge of elastic mechanics and plastic mechanics, we may make analysis for soil around pile. and we may deduce the cylindrical cavity pressure, radius of plastic zone, radical displacement in elastic zone, and excess pore water pressure in soil around pile and spherical cavity pressure at the end of pile

    本文闡述了樁土共同作用,對坑式靜壓樁的樁周土體作彈性分析,把壓樁過程中樁周土體的本構關系看作是水平面的平面應變小孔擴張問題,利用小孔擴張原,結合彈性力學以及性力學的知識,對壓樁後土體的性狀進行分析,得出樁對土的擴作用力、樁周土體性半徑、彈性區的位移,以及樁端球形孔擴張的擴張力。
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