mode of loading 中文意思是什麼

mode of loading 解釋
負載方式
  • mode : n 1 法，樣，方法，方式。2 模，型；樣式，體裁，款式；習慣。3 風尚；〈the mode〉流行，時髦。4 【語...
  • of : OF ＝Old French 古法語。
  • loading : n. 1. 裝貨。2. 裝載量；重量；載荷；（船隻等的）貨載。 3. 填充物，填料。4. 額外人壽保險。
  1. A dynamic fracture analysis of center - cracked brazilian disc specimens under mixed mode diametric impact loading

    徑向沖擊中心直裂紋巴西圓盤的復合型動態斷裂分析
  2. According to the m1l - std - 883c standard of thermal cycle loading, the delamination propagation rates at the interface between chip and underfill were studied experimentally by using c - mode scanning acoustic microscope ( c - sam ) for two types of flip chip packages with different states of solder joint

    採用mil - std - 883c標準，通過溫度循環實驗，使用高頻超聲顯微鏡（ c - sam ）無損檢測技術，測量了在不同焊點狀態下， b型和d型兩種實際倒裝焊封裝晶元與底充膠界面分層裂縫傳播速率。
  3. The following conclusions are gained : ( 1 ) the located shear band prongs the ligament near the top crack tip and the structure may occur shear - mode fracture at the angle of 155 ? to crack when load is 87. 92mpa ; the mode of fracture of the flange joint structure is not possible to be void - mode ; ( 2 ) it is proved that loading and then unloading repeatedly can not increase the possibility of invalidation of the structure when the times of loading and unloading are not too more when load is operating pressure ; the structure is safe when the vessel is operating ; ( 3 ) in the fe model of the thesis, not considering the influence of water pressure test which is in the process of fabrication of vessel in fe results in larger deviation in analysi

    得出了以下結論：在8792mpa的載荷下筒體一封頭連接結構處的集中剪切帶貫穿韌帶，可能發生沿與原裂紋線成155 「角方向剪切型斷裂；筒體一封頭連接結構不可能發生韌窩型斷裂； （ 2 ）在工作壓力下進行次數不多的反復加、卸載，結構不會破壞，也不會喪失安定性：結構在工作狀態下是安全的； m在本文的彈塑性有限元模擬計算中，對于裂紋尖端進行力學分析時，不考慮壓力容器製造過程中水壓試驗的影響，將導致計算結果出現較大的偏差； （ 4 ）筒體完全屈服時的載荷為92石3mpa ，封頭完全屈服時載荷為86
  4. Besides the design of the hardware construction for shape meter, the software system written in visual basic 6. 0 is also developed. the real - time data acquisition and conversion system worked in interrupt mode is accomplished by means of loading dynamic linkage library of pcl - 812pg enhanced multi - lab card. the converted data processing will be operated then, for example, scale operation, comparison, graphic display, data storage, etc. the adjusting values for the shape control are also calculated in it

    本文在參考大量帶材標準板形、軋制初始量設定、調節量計算研究的基礎上，確定了標準板形模型、設定模型、調節控制模型等數學模型；並給出了其相應的演算法；完成了板形儀計算機控制系統的硬體設計，並在此基礎上，應用高級開發語言visualbasic6 . 0 ，通過加載pcl - 812pg多功能數據採集卡的驅動程序后，調用動態鏈接庫（ dll ）中的函數的方法，完成了信號中斷方式下的實時數據採集，採集的數據經計算機作標度變換、對比、圖形顯示、存儲等處理，並提供了用於板形閉環控制的調節量。
  5. At the beginning of the paper, the composition of the container terminal logistics system in domestic and overseas and the realization and development of computer simulation technology are introduced. then the paper presents systemically the basic composition of the container terminal logistics system, the layout and characteristics of port and the development of modern port loading and unloading technics mode. it also explains in detail the production process of the container terminal and analyzes the main problems existing in the development of port logistic system

    首先介紹了國內外集裝箱碼頭物流系統的組成以及計算機模擬技術在集裝箱碼頭的實現與發展，系統地介紹了集裝箱碼頭物流系統的基本組成，港口的布局、特點，現代化港口裝卸工藝模式的發展，並對集裝箱碼頭的生產作業流程作了詳細說明，分析了港口物流系統發展中存在的主要問題。
  6. Through the practice of the engineering we fully proved that the capital ship ' s refitting for modernization combining with mid - term reparation was successful. we ' ve found out a success mode about how to make good use of the platform ' s life of the old warship and how to rapidly realize the modernization system of loading weapons on warship

    通過本次工程的實踐，充分證明了大型艦艇結合中修進行現代化改裝是一條成功的路子，從海軍裝備建設的大方向上研究探索出了一條老艦如何充分發揮其平臺的壽命、快速實現艦載武器系統現代化的成功模式。
  7. The study of the effect of material properties and dimensions and loading currents on liner buckling, using a capacitor bank as a driver, indicates that the mode number for buckling increases with the ratio of radius to thickness of a liner, and the yield strength to plastic hardening modulus, but keeps invariable with the increase of loading current, and that the magnitude of buckling increases with the loading current

    用電容器組脈沖發生器裝置作為驅動源，設計4種不同材料、不同尺寸的金屬套簡，通過調節電容器組的充電電壓得到不同的加載電流，研究材料及幾何參數、加載脈沖特性對套簡屈曲的影響；採用瞬態非線性有限元方法對實驗結果進行了數值模擬。
  8. The thesis emphasis the way and arithmetic of the key equipment of walking reheating furnace : loader machine, unloader machine, walking system, series transfer roll, control system of burning and tracking of steel billet, . make use of the system, we can carry out the function of transferring measuring and weighting, detecting, loading and unloading tracking the steel billet, we can control process of burning and exchange data each other to track the steel billet and manage the process over all of product line. goals of reheating furnace ' s producing process such as high yield, low consuming and pollution, automatic operating mode are achieved

    本文著重研究了步進式加熱爐關鍵設備如：裝鋼機、出鋼機、步進梁、爐前爐后輥道、燃燒控制、板坯物流跟蹤等控制對象的具體控制軟體流程、速度控制曲線、行程計算等具體控制策略和演算法，完成了攀鋼1450熱軋加熱爐基礎自動化系統（ l1 ）和熱工儀表的一級控制，實現板坯輸送、測量、裝出料、物流跟蹤、加熱爐燃燒控制以及板坯庫的數據信息交換，通過plc和二級計算機系統進行順序、定時、聯鎖與邏輯控制，實現了操作自動化與物料系統的全線跟蹤管理。
  9. And a post - liquefaction test method has been put forward, in which the cyclic loading and the static loading courses are both controlled by stress mode. this method reflects the in - situ conditions well and truly, and a lot of tests have been done using this method. in these tests the effects of confining pressure, relative density, liquefaction severity etc. have been thoroughly investigated

    主要工作內容如下：參與研製了振動扭剪全自動多功能三軸儀，並利用其獨特試驗功能設計了一套飽水砂土液化后特性的試驗方法，試驗過程中模擬地震作用的動加載過程及模擬大變形發生的靜加載過程均採用應力控制的方式進行，試驗方法跟現場條件更為接近並用該試驗方法對相對密實度、固結壓力、液化度等對液化后變形特性的影響進行了研究。
  10. Fatigue damage is the main destroy mode for the machinery parts and engineering structures under alternate loading over a long period of time

    對于那些長期經受交變載荷作用的機械零件和工程構件，疲勞破壞是一種主要的破壞模式。
  11. The experiment highlights the effect of cfp length and the adhesive mode of cfp on the loading - bear capacity of cfp reinforced beams. from the results, it is obvious that when the cfp adhesive length increases, the loading - bear capacity increase too. when the cfp length is 10mm, the loading - bear capacity is 1. 81 - 2. 27 times as much as the value of non - reinforced beam ; and when the cfp length increase to 200mm and 350mm, the loading - bear capacity increase to 3. 35 - 3. 97 times and 3. 61 - 5. 76 times as much as the value of non - reinforced beam

    從試驗的結果來看，碳纖維的粘結長度增加對混凝土梁的加固效果的影響十分明顯：當碳纖維粘結長度為100mm時，混凝土加固梁的極限承載力一般為未加固混凝土梁的1 . 81 - 2 . 27倍；而當碳纖維粘結長度為200mm和300mm時，混凝土加固梁的極限承載力則分別為未加固梁的3 . 35 - 3 . 97倍和3 . 61 - 5 . 76倍。
  12. In the paper, on the basis of expounding the importance of similarity theory in the numerical simulation of tectonic stress field, it is pointed out that, only by making the numerical model be similar to the geological prototype in material, combination pattern, boundary condition, loading mode and cracking criterion, etc., may the simulation result be real

    摘要論述了在構造應力場模擬中相似性原理的重要性，指出地質原形與數值模型在材料、組合形式、邊界條件、受力方式和破裂準則等方面必須相似，模擬的結果才具有真實性。
  13. Aiming at the simulation of quasi - brittle fracture of concrete - like materials, the qualitative comparison of the selected models was focused on the follow aspects, i. e. the simulation of the fracture behaviors of crack mode and crack mode by use of the selected models and the simulation of dilatancy properties of the selected models under mixed - mode fracture loading conditions

    在對選擇的典型黏性界面裂紋進行定性分析比較時著重考慮以下兩點：採用選擇的模型對型裂紋和型裂紋的斷裂行為進行數值計算；對混合型斷裂載荷作用下模型的擴容行為特性進行數值分析。
  14. Influence of geometric characteristics of pre - existing cracks on mixed mode fractures under compression - shear loading

    裂紋幾何特徵對壓剪復合斷裂的影響分析
  15. Through analyzing bending stiffness of composite slabs in the paralled and cross wise wave direction of steel sheet, the author got load - bending stiffness in these two directions. with the finite elements method, the author studied the mechanism and load - carrying characters under uniform loading of composite slabs and put forward a theorem calculating distortion and analyzed crash mode of this structure

    通過分別對組合板沿壓型鋼板波紋方向和垂直於壓型鋼板波紋方向彎曲剛度的分析，得出型鋼和壓型鋼板與混凝土組合板兩個方向的抗彎剛度，採用有限元分析方法，研究組合板在均布荷載作用下的工作機理和受力性能，提出撓度計算公式。
  16. Research on mode and criterion of rock fracture under compressive loading

    壓縮條件下巖石斷裂模式與斷裂判據的研究
  17. Finite element analysis of rock fracture characteristics under anti - plane shear mode loading

    加載下巖石斷裂特徵的有限元分析
  18. Several types of buckling mode and several types of collapse mode for the stiffened panels are mostly analyzed. it is emphasized on the influence of position of loading plane on the ultimate strength of stiffened panels and numerical calculation of stiffener tripping. at last the interaction of ultimate strength for stiffened panels combined different loads is discussed

    文中主要分析了加筋板的幾種屈曲模式和幾種失效模式，並著重討論了加載偏心對極限強度的影響和加筋板的側傾強度數值分析，和簡單討論哈爾濱工程大學博士學位論文了組合載荷作用下的加筋板極限強度的相互關系。
  19. By contrast, the effect of improving the adhesive mode of cfp, that is to say, epoxy - bonding double carbon - fiber composite plates or epoxy - bonding u shape cfp anchorage is less notable. the loading - bear capacity of double cfp reinforced concrete beams is 8. 5 - 11. 3 percent higher than that of the single cfp reinforced concrete beams ; the loading - bear capacity of epoxy - boding u shape cfp anchorage reinforced beams is 4. 7 - 18 percent higher than that of the single cfp reinforced beams

    相比之下，改善碳纖維板的粘結方式，即採用粘結雙層碳纖維布和在單層碳纖維布的基礎上粘結u形包頭的影響要小一些：採用雙層碳纖維布加固比單層碳纖維布加固時的極限承載力提高了8 . 5 % - 11 . 3 % ；採用包頭形式加固比單層碳纖維布加固的極限承載力提高了4 . 7 % - 18 % 。
  20. A simplified crack tip brittle fracture model and fracture criterion for mixed mode of loading

    簡化脆性斷裂裂尖模型及復合型斷裂判據
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