material nonlinearity造句
例句與造句
- Primary resonance of thin rectangular plate with material nonlinearity on winkler foundation
地基上材料非線性矩形薄板的主共振 - Progressive damage analysis of single fastener joints in composite laminates considering the material nonlinearity
含材料非線性的復(fù)合材料單釘接頭累積損傷分析 - To solve the nonlinear problem , such as material nonlinearity and geometrical nonlinearity , incremental method was used
為解決沖擊過程伴隨的材料和幾何非線性問題，數(shù)值分析中采用增量法。 - The result shows that the material nonlinearity affects the stability much more than the geometrical nonlinearity ' s does
結(jié)果表明：幾何非線性對該橋穩(wěn)定性影響較小，而材料非線性對穩(wěn)定性影響較大，這些結(jié)論對鋼管混凝土穩(wěn)定性分析具有指導(dǎo)意義。 - The methods of geometrical nonlinearity and material nonlinearity analysis are discussed and common fem software is used to analyze the stability of certain railway bridge
摘要探討了鋼管混凝土拱橋幾何非線性和材料非線性穩(wěn)定性分析方法，并運用通用有限元程序?qū)δ宠F路大橋進行分析。 - It's difficult to find material nonlinearity in a sentence. 用material nonlinearity造句挺難的
- In this stability analysis , axle load constitutive relation of the cfst components are considered according to this bridge in order to take material nonlinearity ' s influence into account
結(jié)合該橋的特點，在穩(wěn)定性分析中引入了鋼管混凝土構(gòu)件的軸壓本構(gòu)關(guān)系，以考慮材料非線性對穩(wěn)定的影響。 - It is compared simulation results in which material nonlinearity of ground and contact nonlinearity between caterpillar boards and ground are considered with those without the former nonlinear factors
比較了在考慮土壤的材料非線性、履帶與地面的接觸以及不考慮這兩種非線性狀態(tài)下的仿真結(jié)果。 - The local geometric details considered include longitudinal length and height of access hole in beam web ; material nonlinearity and geometric nonlinearity are included in nonlinear analyses
節(jié)點局部構(gòu)造的變化主要考慮梁腹板上的焊接孔的長度和高度的改變，非線性分析包括了對材料非線性和幾何非線性的考慮。 - Then bar element ' s tangential stiffness matrixes are deduced , which is based on the finite element method . the geometrical nonlinearity and material nonlinearity are both considered in the non - linear element stiffness matrix
利用有限元方法,對網(wǎng)殼結(jié)構(gòu)進行了幾何和材料非線性分析研究,推導(dǎo)了空間鉸接桿單元的幾何和材料非線性的剛度矩陣。 - This article studies on damaged round steel tube members and at the same time both material nonlinearity and geometric nonlinearity are considered in calculation . numerical integration method is planed to be adopted to analyses the ultimate bearing cap acity of damaged round steel tube members
本文研究同時考慮材料非線性和幾何非線性的特點，采用數(shù)值積分方法，對受損圓鋼管軸壓桿件的極限承載能力進行分析。 - Stability coefficient of large span cfst arch bridge is less than that of considering the geometrical nonlinearity , its numerical value decreases approximate 12 % ; stability coefficient of large span cfst arch bridge taking into account geometrical nonlinearity and material nonlinearity is smallest , and the numerical value is about 45 % of elastic stability coefficient
拱肋的最大橫向位移為1 . 126米，說明對在該橋型運營實行監(jiān)控檢測時，可以把雙重非線性分析所得的最大位移作為參考依據(jù)。幾何非線性對大跨度鋼管混凝土拱橋的穩(wěn)定性影響較小?？紤]幾何非線性后，穩(wěn)定系數(shù)僅下降了12 。 - Stability coefficient of large span cfst arch bridge is less than that of considering the geometrical nonlinearity , its numerical value decreases approximate 11 % ; and stability coefficient of large span cfst arch bridge decreases approximate 57 % with taking into account material nonlinearity ; stability coefficient of large span cfst arch bridge taking into account geometrical nonlinearity and material nonlinearity is smallest , and the numerical value is about 39 % of elastic stability coefficient . therefore collective action of geometrical nonlinearity and material nonlinearity must be considered in computing the stability coefficient of the large span cfst arch bridge
考慮幾何非線性后，穩(wěn)定系數(shù)僅下降了11 ，材料非線性對大跨度鋼管混凝土拱橋的穩(wěn)定性影響較大，相對于彈性穩(wěn)定系數(shù)下降了約57 ，同時考慮幾何非線性和材料非線性后，大跨度鋼管混凝土拱橋的穩(wěn)定系數(shù)最小，約為彈性穩(wěn)定系數(shù)的39 ，在分析大跨度鋼管混凝土拱橋的穩(wěn)定性時，應(yīng)考慮材料非線性和幾何非線性的共同作用。 - In this foundation , taking the xiangtan xiangjiang river four bridges which constructs as the project background , the 3 - d finite element model was built and the stability of three load cases is studied using the common finite element method software - ansys , considering geometric nonlinearity and material nonlinearity
在此基礎(chǔ)上,以在建的湘潭湘江四大橋為工程背景,利用大型有限元軟件ansys ,考慮幾何非線性和材料非線性,建立了該橋空間三維有限元模型,并分析了該橋在三種不同荷載工況下的穩(wěn)定性。 - Rib vertical displacement of nanpu cfst arch bridge is biggish , considering the geometrical nonlinearity and material nonlinearity , and the value is about 105 % of elastic result ; the horizontal displacement is biggish also , with the value is approximate 113 % of elastic result . if considering the double nonlinearity , the rib vertical displacement will increase approximate 10 % and horizontal displacement will increases approximate 22 %
幾何非線性和材料非線性對大跨度鋼管混凝土拱橋的拱肋跨中豎向位移的影響較小，對各拱肋跨中水平位移影響較大，約為13 ，考慮雙重非線性后，拱肋跨中豎向撓度增加10左右，水平位移增加約22 。 - In the thesis , 3d finite element , models ( fem ) of the precast segmental box girders are established with contact elements , which may simulate the interactions between the joints . the influences of material nonlinearity of concrete and geometric nonlinearity of structure are also taken into account in the computed models
針對預(yù)制節(jié)段干接縫拼裝梁存在接縫的特點，采用接觸單元模擬接縫間的相互作用，解決了預(yù)制節(jié)段拼裝梁建模的關(guān)鍵問題，并在計算模型中考慮了混凝土材料非線性和結(jié)構(gòu)幾何非線性的影響。
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