撓曲性 的英文怎麼說

中文拼音 [náoxìng]
撓曲性 英文
deflectivity
  • : 動詞1. (輕輕地抓) scratch 2. (擾亂;阻止) hinder 3. (彎曲,比喻屈服)yield;flinch:不屈不撓indomitable; unyielding
  • : 曲名詞1 (一種韻文形式) qu a type of verse for singing which emerged in the southern song and ji...
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  1. Textiles glass. woven fabrics. determination of conventional flexural stifness. fixed angle flexometer method

    紡織玻璃纖維.機織織物.常規的測定.用固定角度彎計測定方法
  2. Leather - physical and mechanical tests - determination of flex resistance by flexometer method iso 5402 : 2002 ; german version en iso 5402 : 2002

    皮革.物理和機械試驗.用計測定耐
  3. And results are : ( 1 ) analyze the force and distortion on pipeline under collapse and gulch in theory. on the base of beam deformation, analyze the bending moment and deformation of pipeline with frusta and without frusta. calculate a true problem, contrast the differences between pipeline with frusta and one without frusta, draw some conclusions

    得到的主要結果為: ( 1 )基於彈地基理論和彈梁的線理論,給出了管道在固定墩(相當跨越河溝情況)和無固定墩(相當坍塌和沖溝情況)的變形微分方程,並分析了當量軸力為拉力或壓力時管道的變形和受力情況。
  4. According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability, and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution, we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given

    根據平面剛架穩定能量法特徵值方程(通式) ,考慮弧形鋼閘門主框架柱的柱端約束的特殊情況,求出線函數(試解函數)通解,得到弧形鋼閘門主框架柱穩定計算長度系數方程。其中弧門主框架主橫梁式形框架的臨界荷載比較現行規范推薦的有限元法簡單方便、結果精確及物理概念明確等優點。
  5. Mechanism analysis on flexible and folded floor lift and study of its control countermeasure

    褶皺巷道底臌機理分析及防治對策研究
  6. Test method for deflection of resilient floor tile

    地板磚撓曲性試驗方法
  7. Footwear - test methods for uppers and lining - flex resistance

    鞋類.鞋幫試驗方法.抗撓曲性
  8. We research on the thermal buckling characteristics of double layer membrane which is composed of different materials with different thermal expansion coefficiens under uniform temperature elevation. the energy method is proposed which is used to solve the problem and the symbolic relation between central buckling height and substrate height under small buckling height is also given. it is the primary theory of membrane resonant sensor, which makes the research and development of novel thermal sensor possible

    本文對微機械中熱脹系數不同的材料構成的雙層復合薄板在均勻溫升下的進行了研究,提出了在均勻溫升下雙層薄板熱求解的能量法,並給出了小度下中心度與板厚的解析關系,為薄膜諧振式傳感器溫度特的研究和新型溫度傳感器的設計與開發打下了基礎
  9. Partially prestressed concrete structure has been widely used in the field of civil engineering. the deformation is very important for prestressed concrete members, for they are thinner than those of reinforced concret owe to the adoption of hign - intension material and developed technic of design and construction. at present, there are some formulae for deformation in the criterion of many countries. mostly there are 3 methods in use : double linearity method, method of valid inertia and curvature integral calculus method. this article will discuss the influence of material, spa, construction form, and adjust the formula for stiffness of gb50010 - 2002 to a new uniform formula for deformation

    在土木工程領域,部分預應力混凝土結構因其良好的跨越能力和經濟而得到了廣泛的應用,並發揮了巨大的作用。由於採用了高強度材料並進一步改善了設計和施工技術,預應力混凝土構件一般比普通鋼筋混凝土構件更為細巧,因此,變形問題顯得尤為重要起來。目前,各國規范對于部分預應力混凝土構件的變形計算均有相應的公式,變形計算的關鍵是剛度的計算。
  10. Advanced technical ceramics. methods of testing monolithic ceramics. thermo - mechanical properties. determination of flexural creep deformation at elevated temperatures

    高技術陶瓷.整體陶瓷的試驗方法.熱機械特.在升溫條件下測定蠕變變形
  11. Yinggete - bagemaode metamorphic core complex belt with three - layer construction is put forward, which evolved from late jurassic to cretaceous. the extensional simple shear model of the chagan fault depression is established. the tectonic evolution and the dynamics character of chagan fault depression and its adjacent mesozoic - cenozoic basins are discussed : at the end of triassic continental orogeny increased crust thickness crust uplift and denudation were happened ; jurassic was a period of local partly extensional collapse of erogenic belt and cretaceous was a period of widely extensional collapse of postorogenic erogenic belt ; cenozoic was a period of the development of stable intracontinental depression with the character of long distant collision response and weaked compression flexure

    討論了查干凹陷及鄰區中-新生代盆地構造演化及其地球動力學特徵,三疊紀(印支期)為陸內造山作用與地殼增厚、隆升剝蝕階段;侏羅紀(燕山早期)為造山後造山帶的局部伸展垮塌階段;白堊紀(燕山晚期)為造山期后大規模伸展垮塌作用與伸展盆地的發育階段;新生代(喜山期)為遠距離碰撞效應與弱擠壓撓曲性質的穩定大陸內坳陷的發育階段。
  12. Advanced technical ceramics - methods of testing monolithic ceramics - thermo - mechanical properties - determination of flexural strength at elevated temperatures

    高級工業陶瓷.整體陶瓷的試驗方法.熱機械特.高溫下強度的測定
  13. The static loading test for three group of testing piles of jiading power plant secend stage project are analyzed and studied in this thesis, and the practical applying of high - accurate data collector, technique of waterproof insulation and testing technique of burying in the body of pile are introduced also. the vertical and horizontal loading features of three group of piles of different kind and constructing technique in different earth layer at the pile point are analyzed and compared and summed up with basic integro - differential equation calculating the pile earth system load transmit, transforming principle of stress - deforming and pile body rating of burying electric measuring element. changing law of stress, and changing law of pile body shifting and bending for different testing piles under vertical and horizontal load are showed so that the loading features of soil layer and pile at testing spot, reliable design data for pile type and base for scientific construction technique are provided

    本文僅就嘉定電廠二期工程中的三根試驗樁的靜載試驗進行了分析和研究,利用樁土體系荷載傳遞分析計算的基本微分方程及應力-應變轉換原理,結合預埋電測元件的樁身率定,對三組不同種類、不同施工工藝、不同持力層中的樁的豎直、水平承載特進行了分析、比較和歸納,通過大量、全面的實測數據,經過整理、轉換和推演,揭示了不同試驗樁在豎直、水平荷載作用下的應力變化規律和樁身變位、變化規律,最終提供試驗場地土層和樁的承載特,為該工程合理設計樁型提供了可靠的設計參數,為確定科學的施工工藝提供了有力的依據。
  14. The main purpose of this paper is to realize the section properties and moment capacities of profiled sheets by experimental study and academic analysis for three types of profiled metal sheets which are called u450, u860and super combination profiled metal sheets produced by shanghai baosteel metallurgical construction corporation. its main contents include : ( l ) according to " european recommendations for the testing of profiled metal sheets ", the moment capacities of 32 full - size u450 and u860simple and continuous specimens are tested. ( 2 ) using the finite element program ansys and nonlinear finite element method, the moment capacities of super combination profiled metal sheets profiled are analyzed

    主要內容有: ( 1 )依據《金屬壓型鋼板試驗歐洲建議》 ,進行了32塊1 : 1的u450 、 u860二類壓型鋼板試件簡支、連續板彎能試驗研究; ( 2 )採用有限元程序ansys對超級組合壓型鋼板受彎能進行了非線有限元分析,分析中考慮了大變形與幾何初缺陷,得出其荷載?線與極限荷載p _ ( max ) ,通過截面特線斜率、極限荷載的關系式得到截面特;並將分析結果與同濟大學試驗結果進行對比分析。
  15. Standard test method for flex durability of flexible barrier materials

    阻擋層材料耐度的標準試驗方法
  16. Rubber - or plastics - coated fabrics - determination of flexibility

    橡膠或塑料塗覆織物.撓曲性測定
  17. Rubber - or platics - coated fabrics. determination of resistance to combined shear flexing and rubbing

    橡膠或塑料塗層織物.耐剪切撓曲性和摩擦的測定
  18. Standard test methods for flexural properties of unreinforced and reinforced plastics and electrical insulating materials

    未增強和增強塑料及電絕緣材料的撓曲性的標準試驗方法
  19. Cellular plastics, rigid - flexural tests - part 2 : determination of flexural properties

    硬質泡沫塑料.試驗.第2部分:撓曲性能的測定
  20. Fibre - reinforced plastics composites - determination of flexural properties

    纖維增強塑料復合材料.撓曲性能的測定
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