creep bending 中文意思是什麼

creep bending 解釋
蠕變彎曲
  • creep : CREEP ＝Committee for the Reelection of the President （美國）支持總統連任委員會。vi （crept; cre...
  1. First, the basic mechanical capability and creep were proceeded on the material test system with the modified three point bending creep fracture test. the modulus and fracture toughness and tensile strength was attained and creep curve in 200 temperature was also presented. applying basic damage mechanical theory, thermal damage analyses were performed induced in fracture toughness and modulus, the practical formula of damage factors varying with temperature and time was given

    首先利用改進的三點彎曲試驗在mts實驗機上進行了巖石力學性能和蠕變測試，得到了花崗巖在溫度影響下的彈性模量和斷裂韌度以及抗拉強度變化規律，並得到了200下北山花崗巖蠕變全過程曲線。
  2. Nonlinear bending of simply - supported creep - damaged rectangle plate

    四邊簡支矩形板的蠕變損傷非線性彎曲
  3. Standard test method for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer

    使用彎曲束狀流變儀的瀝青粘結劑的柔性蠕變硬度測定的標準試驗方法
  4. The jiangsu decoration industry limited company has the abundant technical force and the advanced mechanical device, has each kind of professionals 200, has the large - scale plate cutter, the booklet bender, the completely automatic pipe bending machine, the lathe, the punch press, drills washes the bed, the injection molding machine, rolls models machine as well as encapsulates the assembly line, the static electricity spurts the creep water line, the rubber brick assembly line

    江蘇寶星實業有限公司擁有雄厚的技術力量與先進的機械設備，有各類專業技術人員200餘名，擁有大型剪板機、折彎機、全自動彎管機、車床、沖床、鉆洗床、注塑機、滾塑機以及包膠流水線，靜電噴塑流水線，橡膠地磚流水線。
  5. Calculating and analyze the compression bending strength according to the method of reinforced co ncrete structure design code and " the modified simple superposition method ", the distribution of axial load is obtained, then, the influence of creep is considered and the formulation of distribution of axial load between reinforced concrete and steel is proposed. and steel is proposed

    運用現行混凝土結構設計規范和改進后的簡單疊加方法分別計算試件的壓彎承載力，通過對比分析，推得了src柱的軸力分配，然後在考慮了徐變系數的影響后，對空腹式鋼骨混凝土柱軸壓比限值提出建議。
  6. Through imitated to experiment to the physics of the typical model slopes, it can be found that the k23 + 850 ' s dip slope is belong to creep - sliding and fracturing, that the k47 + 750 ' s scarp slope is belong to bending and fracturing, ( 3 ) it is a effective method by establishing the reasonable geology model, and proceed to study with evaluation of determine the nature and fix quantifying

    通過對典型邊坡的物理模擬試驗，研究發現k23 + 850處中傾順向巖質邊坡變形破壞形式為滑移?拉裂型，而k47 + 750處的陡傾內反向巖質邊坡的變形破壞形式為彎曲?拉裂型。其次是建立合理的地質模型，對邊坡進行定性及定量評價。
  7. Testing method for bending creep of fine ceramics

    細陶瓷彎曲蠕變的試驗方法
  8. According to the design theory of the cable - stayed bridge and to the feature of the cantilever construction the authors propose a construction control method called optimum completion state method ( ocsm ) for rc cable - stayed bridges in the proposed method, the optimum completion state is regarded as the final target of the construction control, and the optimum construction state at each construction stage is taken as the technical route the key of the method is to properly choose or adjust the cable forces the objectives function of optimization is to minimize the elevation error of the girder under the constraint condition that the internal forces ( bending moments ) of the girder are bounded the optimization variables are the cable forces on the basis of the above principles, a optimum model for a construction step is established and cable force adjustments can be found for each construction step in this model, the creep and shrinkage effects of concrete have been considered a bridge example is given which shows that the final state of the bridge is very close to the design aim and that this method is much better than the so - called double - control method the example is a good illustration of the soundness and practical value of the proposed method

    根據現代斜拉橋結構設計理論和懸臂施工方法的特點，提出了以最佳成橋狀態作為施工控制的最終目標，以實施最佳施工階段為技術路線，以索力調整為核心內容的斜拉橋施工控制理論，簡稱為最佳成橋狀態法；以斜拉橋主梁標高誤差最小為目標函數，以主梁內力（彎矩）為約束條件，以索力為優化變量，建立了最佳施工階段的索力調整計算模型；推導了考慮徐變收縮效應的索力調整計算公式；用最佳成橋狀態法對一實橋工程進行了施工控制全過程計算研究，得到的成橋狀態與設計目標相當接近，優于該橋以「雙控」為控制目標的實測結果，有力地證明了本文方法的正確性及其工程實際價值
  9. At present, the experi - mental research for structures strengthened with cfrp focuses on the bending and shearing etc, but the creep research is limited. aimed at the situation, the paper complete several aspects as following : ( 1 ) long - term test on ten concrete columns with three different surface treatment of coat free, epoxy coated and cfrp sheet wrapped were completed. the creep properties of those concrete columns were studied

    目前國內對于碳纖維加固結構的試驗研究主要集中在抗彎、抗剪等短期性能方面，而對其徐變性能研究十分有限，針對這種情況，本文主要完成了以下工作: （ 1 ）完成了10個不同表面處理混凝土短柱的徐變試驗，研究了長期荷載作用下不同表面處理軸心受壓短柱的徐變發展規律。
  10. Bbr bitumen and bituminous binders - determination of the flexural creep stiffness - bending beam rheometer

    瀝青和瀝青粘合劑.撓曲蠕變剛性的測定.彎曲梁粘質流速計
  11. Bitumen and bituminous binders - determination of the flexural creep stiffness - bending beam rheometer ; german version en 14771 : 2005

    瀝青和瀝青粘合劑.撓曲蠕變剛性的測定.抗彎梁粘質流
  12. Applying viscoelastoplastic theory, the modified nishihara model was extended into three dimension, the yield criterion and flow vectors fitting for computing were attained. according finite element theory, the computing method and step of nishihara rheological model was given, numerical simulating of three point bending creep test was performed and the results were coincided with that of test

    運用粘彈塑性基本理論，對改進后的西原流變模型時空離散並拓展到三維空間，給出了適合數值計算的屈服準則和流動矢量求解方法；給出了西原流變模型數值計算基本方法和步驟。
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