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spring element in Chinese

Pronunciation:
How to pronounce "spring element""spring element" in a sentence

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  • 彈簧元件

Examples

  • In addition , the spring element is used to simulate the bond between fibers and concrete in fem
    并采用彈簧粘結(jié)單元用有限元方法模擬了纖維與基體的粘結(jié)性能。
  • The spring elements are adopted to simulate the link between the bridge foundation and soil , and the longitudinal restraint of tracks on the superstructure of bridges
    摘要采用彈簧單元模擬地基對橋梁基礎(chǔ)的嵌固以及軌道橋面系對梁體的縱向約束作用,建立橋梁軌道橋面地基共同受力的全橋整體模型。
  • In the paper , friction energy dissipation is discussed mainly . using nonlinear spring element and combination element , the finite element model of friction energy dissipating brace frame is established
    本文針對摩擦耗能這一減震形式進(jìn)行討論,采用非線性彈簧單元、組合單元建立摩擦耗能支撐框架結(jié)構(gòu)的有限元模型。
  • Analysis makes known , what it is along the progressive failure process of the slop that be able to more reasonably make known steady along slope actual situation , utilize contact friction spring element
    分析表明,邊坡穩(wěn)定性分析的漸進(jìn)破壞法能更合理地反映邊坡穩(wěn)定的實際情況,利用接觸摩擦彈簧元可以有效地模擬這一過程。
  • Based on the line spring model of rice and levy , this paper sets up eight nodes line spring element and its stiffness matrixes and works out a program consist of prism element , hexahedron element and line spring element
    編制了五面體單元、六面體單元和八節(jié)點線彈簧單元相結(jié)合的計算程序,計算了t型板接頭表面裂紋的應(yīng)力強度因子,計算值與光彈性試驗結(jié)果吻合較好。
  • It is necessary to study the effect of weak interfacial bonding on the mechanical behaviour of metal matrix composites ( mmcs ) , the micromechanical finite element method and the nonlinear spring element for the interface are employed to predict the effective behaviour of mmcs
    論文采用非線性彈簧元模擬界面,用細(xì)觀力學(xué)有限元法計算分析了不同界面特性下弱界面粘結(jié)的纖維增強金屬基復(fù)合材料的宏細(xì)觀性能。
  • On the basis of the finite element analysis of the press - mounting machine , to solve the modeling error of the previous modeling method , a new mixed - model method using the spring element and thin - layer solid element was introduced in this thesis . an experiment designed to test the interface static stiffness was carried out and the needed modeling datum was obtained
    在對壓裝機進(jìn)行了整體建模仿真的基礎(chǔ)上,針對壓裝機整體建模存在的誤差問題,本文提出了一種改進(jìn)的彈簧單元和薄層實體單元混合建模的方法,并依此設(shè)計了螺栓結(jié)合面靜剛度測試試驗,通過試驗獲得了建模所需的參數(shù)。
  • A new line - spring element is established and combined into ansys , which is used to analysis of surface crack . and static case and dynamic case are solved respectively , the results are consistent well with the accepted numerical solutions . it is shown that established element is successful , and the effects of the factors on the transient response are examined in detail
    在ansys中提出了一種新的線彈簧單元用于表面裂紋分析,并分別用于表面裂紋靜態(tài)與動態(tài)的分析,所得結(jié)果與已有解吻合良好,說明此單元模型的建立是成功的,最后對影響表面裂紋動態(tài)應(yīng)力強度因子的因素做了分析。
  • The working stress state and the stability of typical blocks of baise rcc gravity dam are computed and studied based on the 3d non - linear finite element method ( fem ) and rigid body - spring element method ( rbsm ) . the analysis of failure process , failure mode , failure mechanism of the dam are studied with overload method and combined method in which rock strength parameters are decreased while water load is overloaded to a certain degree . in this paper , the following works are done
    本文充分發(fā)揮有限單元法和剛體彈簧元法的優(yōu)點,對百色rcc重力壩典型壩段( 9b 、 4b )地基穩(wěn)定安全性進(jìn)行數(shù)值分析和計算,從超載法、綜合法等不同角度,對壩基穩(wěn)定性開展研究,分析壩體和壩基破壞過程、破壞形態(tài)和破壞機理,確定壩基可能的滑動路徑和滑移模式,評價工程的穩(wěn)定安全性。
  • Based on the reasonable relationship of bond - slip , by using nonlinear spring element simulating bond - slip model in columns , three - dimensional finite analysis for eccentric loading column was done with the two cases including considering and not considering the bond - slip performance between steel shape and concrete . and then the simulation results were compared with experimental results , which concluded
    在合理的粘結(jié)滑移本構(gòu)關(guān)系的基礎(chǔ)上,采用非線性彈簧單元對柱中的粘結(jié)滑移進(jìn)行數(shù)值模擬,分別按考慮和不考慮型鋼與混凝土之間的滑移兩種情況進(jìn)行了三維有限元分析,與試驗結(jié)果進(jìn)行了分析比較,基本模擬出了構(gòu)件受力性能和破環(huán)特征。
  • More examples:  1  2
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