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initial deflection中文是什么意思

  • 初波
  • 初撓度
  • 初偏差
  • 初始撓度
  • 初始撓曲
  • 原有撓度

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  • 例句與用法
  • Vibration characteristics of a cracked rotor with initial deflection
    含初始彎曲裂紋轉(zhuǎn)子振動特性
  • In the analysis of the elastic local buckling strength of the plates in stiffened plates , an analytical expression is derived for calculating the local strength of a stiffened plate subjected to biaxial thrust considering plate / stiffener interaction and welding residual stresses and initial deflection
    由于船體中的加筋板結(jié)構(gòu)的受力情況是十分復雜的,除了主要受到由于總縱彎曲而產(chǎn)生的縱向壓力以外,還會受到橫向的壓力以及垂向壓力。
  • Accounting for the effects of imperfection and large displacement of arch , an approach for the stability analysis of arch bridge is presented , and a program is developed to predict the nonlinear buckling of arch the elastic lateral stability of the jiefang arch bridge in guangzhou during the construction phases and operating periods after its completion is analyzed the results show that the effects of initial deflection and large displacements on the critical load of lateral stability are significant , and that once the initial deflection and large displacement are taken into account , the values of the safety factor are smaller than those obtained by linear buckling analysis
    考慮拱肋初始撓度等缺陷的影響,采用桿系結(jié)構(gòu)大位移分析的有限元方法,建立了拱橋非線性穩(wěn)定的計算方法,并編制了相應的計算程序文中計算了解放大橋鋼管混凝土拱橋在施工階段及成橋后運營期間的彈性側(cè)傾穩(wěn)定結(jié)果表明:考慮拱肋初始撓度和結(jié)構(gòu)大位移影響后,拱橋的非線性側(cè)傾穩(wěn)定安全系數(shù)比按線性穩(wěn)定計算值低
  • The buckling and ultimate strength of ship plating normally depend on a variety of influential factors , namely geometric / material properties , loading characteristics , initial imperfections ( i . e . initial deflections and residual stresses ) , boundary conditions and corrosion , fatigue cracking
    船體板的屈曲和極限強度取決于很多影響因素,主要有:板的幾何尺寸、材料特性、載荷特征、初始缺陷(如初始變形和焊接殘余應力) 、邊界條件以及腐蝕的影響、疲勞裂紋等。
  • The reduction factors derived from curve fitting based on calculation results by the finite element program ( ansys ) considering all kinds of damages such as cutouts , corrosion , cracks , denting , initial deflection and residual stress are introduced to modify the effective width of perfect panel in the present paper
    本文考慮板中可能存在孔洞、腐蝕、裂縫、局部撞損和初始焊接變形或殘余應力等損傷和初始缺陷,對不同的損傷形式用有限元程序( ansys )進行大量的計算,通過曲線擬合的方法引入折減系數(shù)對完好板格的有效寬度進行修正。
  • In the hogging condition , double bottom and the side shell remain the ultimate bucking strength , deck and upperwing tank remain the yield stress , and the other parts keep elasticity . then the key to calculate the ultimate strength of ship hull girders is to ascertain the ultimate bucking strength of the stiffened panels . in this regard , the developed formulation is designed to be more sophisticated than previous simplified theoretical method for calculating the ultimate strength of stiffened panels under combined in - plane bending and lateral pressure . fabricatio n - related initial imperfections ( initial deflections and residual stresses ) are included in the panel ultimate strength calculation as parameters of influence . all possible collapse modes involed in collapse of stiffened panels , including overall buckling collapse , column or beam - column type collapse , tripping of stiffeners and local bukling of stiffened web are considered
    確定了船體梁整體破壞時的剖面應力分布之后,關(guān)鍵在于確定板架的極限屈曲強度。本文充分考慮了在縱向彎曲、橫向壓力作用下加筋板可能發(fā)生的幾種破壞模式,即板架的整體屈曲破壞、梁柱形式的破壞、筋的側(cè)傾、腹板的屈曲并同時考慮了初始焊接殘余應力、初撓度的影響,使其更精確的計算加筋板的屈曲強度。對于加筋板中加強筋腹板的局部屈曲,采用解析法推導出筋的腹板的撓度方程及其邊界條件,求解相應的方程,從而計算出腹板的局部屈曲應力。
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