混成有限元素 的英文怎麼說

中文拼音 [húnchéngyǒuxiànyuán]
混成有限元素 英文
hybrid finite element
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : Ⅰ動詞1 (完成; 成功) accomplish; succeed 2 (成為; 變為) become; turn into 3 (成全) help comp...
  • : 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
  • : 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
  • : Ⅰ形容詞1 (本色; 白色) white 2 (顏色單純) plain; simple; quiet 3 (本來的; 原有的) native Ⅱ名...
  • 有限 : limited; restricted; finite; a little; not much
  1. The software ansys6. 0 is used to analysis the stability of the state after construction of tongwamen bridge, linear method is used in analyzing the finite element model of the bridge, the coeffient of stability of different state after construction is given. on the basis, the effect of different factors such as the arrangement of lateral brace, the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed. the different coefficients of stability of changing these factors are given, so the factors that are vital to the lateral stability of x - type arches are found, and the rationality of the methods taken to enhance the lateral stability of tongwamen bridge is evaluated

    本文應用分析商業軟體ansys6 . 0 ,採用線彈性方法,通過對該橋的空間模型進行穩定性分析,得出其橋運營階段各種工況下的穩定安全系數。在此基礎上,本文還通過模型分析,就拱的矢跨比、吊桿(立柱)的非保向力效應、橋面系的剛度、橫撐布置形式、拱肋側傾角等因對該橋整體穩定性的影響展開探討與研究。文中給出了各因變化情況下的穩定安全系數,指出了對鋼管凝土提籃拱橫向穩定性顯著影響的因及其合理變化范圍,並對銅瓦門大橋提高橫向穩定性的措施的經濟合理性進行了分析。
  2. Ecc is considered to be an alternative to rsa. this article provides a brief description of rsa public key cryptography and the associated knowledge, in particular introduces non - supersingular elliptic curves e which is established on the finite field fp with p > 3, in - depth studies present existed scalar multiplication, further proposes an improved signed sliding window algorithm on ecc under the mixed coordinates, the improved algorithm compatible the advantage of the naf, has the least number of zero window and avoid a large number of inverse operation, successfully reduce scalar multiplication calculation

    本文闡述了橢圓曲線及其相關知識,特別說明了建立在域fp (其中p是大於3的數)上的非奇異橢圓曲線e ,深入研究目前已的各種標量乘法,由此提出了橢圓曲線密碼演算法在合坐標下改進的帶符號滑動窗口演算法,該演算法兼容了naf方法的優點,擁最少數目的非零窗口數,又避免了域上的大量求逆運算,較功地減少了標量乘法計算量。
  3. In the process of building and using the mass concrete structures, because of the effect of out - side condition and themselves, some faults will form in the structure, these faults will effect the bearing capability and endurance using nondestructive testing method to test the concrete ' s quality and diagnose its healthy, which has the significant sense in assessing the safety stability and research of the administering diseases this dissertation mostly researched the testing methods in the mass concrete structure, discussed the principles, methods, features, sphere of application of the ultrasonic testing in the mass concrete structure with faults, used dynamic fem to simulate the testing process, discussed when the concrete structure with cracks is under the effect of the pulse, how the elastic waves propagate and what are their changing feature, researched the principles of the first - arriving waves " phase when the cracks " depths are not same, obtained the relation between the inversion point and the cracks " depth, which has the direction sense in the application of projects, the second part of this dissertation is ct, which used the ultrasonic wave running through the tested - substance to get arriving - time of the ultrasonic wave, then inverse the image this dissertation drawed one ct program which can well present the different little cells " ultrasonic wave velocity profiles of the substance, thereby to diagnose the quality of the part of the tested - substance, ct has the better using foreground.

    凝土結構的施工及使用過程中,由於受其自身及外界各種因的影響,常常會產生一些缺陷,對結構物的承載能力和耐久性造嚴重影響,採用無損檢測技術進行質量檢測和健康診斷,這對凝土結構開展安全、穩定性評估以及病害隱患治理研究具重要意義。本論文主要針對大體積凝土結構缺陷的檢測方法展開研究工作,重點討論了超聲波法檢測凝土結構裂縫的基本原理和方法及其特點、適用范圍,運用動力數值模擬其檢測過程,探討了裂縫缺陷的凝土結構在脈沖荷載作用下彈性波的傳播及其變化特徵,研究了不同裂縫深度下首波相位變化規律,得出了反轉臨界點與裂縫深度之間的關系,這對實際工程應用具指導意義。聲波ct是一種新的無損檢測技術,它是利用聲波穿透被檢測體獲取聲波接收時間,來進行計算機反演像的技術。
  4. Under the influences of random variabilities, during both construction period and operation period, the temperature field within a gravity dam body could be regarded as a random one. in this paper, stochastic finite element methods are suggested to deal with the random temperature field. by use of the suggested methods, the influences of random environmental and random hydration heat of concrete and the initial temperature of concrete as well as the thermal parameters of both concrete and rock foundation are all taken into account. according to a scheduled time table of construction, random temperature fields of a typical concrete gravity dam within both the construction period and the operation period are calculated by emulation the layer constructing of the dam. some useful conclusions are obtained from the computational results

    由於施工期和運行期各種隨機因的影響,使重力壩溫度場為隨機.本文綜合考慮了環境溫度(包括氣溫和庫水溫度) 、凝土絕熱溫升、入倉溫度以及凝土和基巖的熱學參數隨機性的影響,基於隨機法,給出了重力壩隨機溫度場的計算方法,對一典型重力壩按給定的施工進度模擬分層澆築施工過程,對施工期及運行期前期的隨機溫度場進行了計算,並得出了一些益的結論
  5. The main work done in this paper is as follows : ( 1 ) simulate the temperature field of basement wall by ansys software, sum up the characteristics of the temperature field of basement wall, and analyze the influence of the types of the molding board, environmental change and cement content ; ( 2 ) the whole simulation analysis process of early - age concrete stress field is realized by sub - development of ansys, and cts - ansys software is developed with fortran ; ( 3 ) based on the cause of cracking, the influence of the thickness of the wall, length, bar arrangement, mix proportion, expanding agent, etc, on the wall stress due to concrete creep and temperature change is analyzed

    本文主要進行了以下幾個方面的研究: ( 1 )利用ansys軟體,模擬了施工期地下室側墻溫度場,總結了地下室側墻溫度場分佈的特點,分析了模板類型、環境變化和水泥用量等對墻體溫度場的影響; ( 2 )以大型通用軟體ansys為平臺進行二次開發,運用visualfortran語言編寫了cts - ansys程序,實現了施工期凝土徐變溫度應力的模擬計算; ( 3 )從裂縫形的原因出發,分析了地下室側墻厚度、長度、配筋率、配合比、膨脹劑等因對墻體徐變溫度應力的影響。
  6. The productions include : 1. the investigation of crackss of masonry structures, the characteristic and the reason on cracks of wall ; 2. the limited element analysis about datum of brick - wall the relation between the maximal stress in wall and the relative sedimentation of foundations, the relation between the cracks form in wall and inner stress, the validity of limited element mode ; 3. the limited element analysis about the relative sedimentation of foundations, the influence of ratio of length and height, foundations rigidity, groundsill rigidity on the inner stress in wall ; 4. the limited element analysis about the influence of temperature on wall cracks and the influence of space between extension cracks, difference in temperature on the inner stress in wall ; 5. the analysis about the cracks rule because of temperature, the contrast between the result and the simulant result ; 6. the study about the influence of cracks of masonry structures because of constriction stress, the experience of dealing with constriction cracks in the domestic and the foreign ; 7. the advice of avoiding cracks because of the asymmetric sedimentation temperature, constringency in design and construction

    本研究結合實際工程中的砌塊建築普遍存在的裂縫問題,參照磚墻裂縫調查研究的果,針對我省的砌塊應用狀況,進行了充分的調研,並查閱大量的文獻資料,總結了砌塊建築墻體裂縫的特點和規律,通過對溫度裂縫、沉降裂縫的分析和經驗公式的對比,深入的探討了墻體開裂的影響因,結合各地實際工程經驗,在對凝土砌塊墻體在材料、設計、施工等方面進行系統的理論分析、綜合研究的基礎上,給出開裂的防治方法,促進凝土砌塊在我省的推廣應用,為相關規范的編制提供理論依據和經驗分析,主要研究: 1砌塊砌體開裂的調查研究,墻體開裂的特點和原因總結; 2分析磚墻實測數據,揭示了墻體內最大主應力和地基相對沉降量的關系及墻體開裂形態與內部應力的聯系,並且驗證了模型的效性; 3
  7. After having deduced the combined stiffness matrix considering the contribution of concrete, tendons and non - prestressed steel, a novel mixed analysis method ( mam ) based on finite element ( fe ) and asum to analyze time - dependent stress redistribution and structural internal force redistribution due to creep and shrinkage in pc bridges is presented. the obvious advantage of this method is that all time - dependent factors, which are took into account in asum, need not to be considered in fe, thus the accuracy of mam can be easily guaranteed by fe and asum, respectively. this method opens a new approach to analyze creep and shrinkage both conveniently and precisely

    該法的特點是,法列式中不考慮與時間效應關的影響因,僅完彈性分析功能,所與時間效應關的影響因均在全量形式自動遞進法中考慮;因此,合分析法的計算精度可通過各自獨立的兩方面來保證:法彈性效應分析的精度和全量形式自動遞進法時變效應分析的精度,為方便、準確的徐變效應分析提供了新途徑。
  8. To solve this problem, our research and development team focuses on using natural herbs to manufacture feed additives for promoting growth of fish and shrimp after repeated scientific tests

    針對這種情況,深圳中寶天然生物科技發展公司的科技人員經反復試驗,用多種維生和微量及天然植物製防治魚蝦疾病和促進生長的復合預合飼料
  9. For the purpose of dealing with the serious problem, our research and development team is dedicated to using natural herbs to manufacture feed additives for improving meat quality and taste after repeated breeding trials

    針對這一嚴重問題,深圳中寶天然生物科技發展公司的科技人員經過反復試驗,用多種維生和微量及天然植物製改善肉質風味的復合預合飼料
  10. In order to solve this problem, our research and development team is dedicated to using natural herbs containing various minute amount of elements and vitamins to manufacture the antibiotic - free feed additives feed premixes after repeated scientific tests

    為解決這一問題,深圳中寶天然生物科技發展公司的科技人員經反復試驗,用多種維生和微量及天然植物製復合預合飼料
分享友人