法向應力 的英文怎麼說

中文拼音 [xiàngyīng]
法向應力 英文
direct stress
  • : Ⅰ名詞1 (由國家制定或認可的行為規則的總稱) law 2 (方法; 方式) way; method; mode; means 3 (標...
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  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  1. Cohesion is best defined in terms of the plot of shear stress versus normal stress given in figure 9.

    粘結最好根據圖9中剪切法向應力的關系曲線確定。
  2. It make the principle formula become simpler and more practical. by the attenuation regulation and distributing character of stress wave under the linear charge blasting, the paper bring forward the idea that the columniation stress wave can be regarded as cylinder stress wave, the end stress wave as spherical wave. the perfect stress attenuation formula in radical direction is established in complete elastic medium

    根據條形藥包爆破波分佈特徵及衰減規律,提出了可將條形藥包爆破柱部波當作柱面波、端部波當作球面波處理的研究方:建立了理想的完全彈性介質中球藥包和條形藥包爆破徑衰減方程。
  3. Based on the close analysis of the influence factors of the vertical bearing capacity, circular aperture extension theory is employed to establish the computing formulas for the pile vertical stress and the foundation vertical bearing capacity, respectively. moreover, with analyzing the features of the calculation parameters such as materials of gunite mortar, jet pressure, diameter of the jet pipe, pile length, pile layout, a design theory for chemical churning pile composite foundation is proposed. then, the variation of the pipe deformation with loads, the deformation coordination of pile and soil are studied

    在此基礎上深入探討了旋噴樁的樁土受特性及其復合地基的加固機理,從影響旋噴樁復合地基豎承載的因素入手,基於圓孔擴張理論給出了樁體豎及旋噴樁復合地基的豎承載計算公式;通過對噴射漿液、噴射壓選取、噴射直徑估算、樁長及樁位設計等各種計算參數的深入分析和研究,提出了一套相的旋噴樁復合地基設計計算方;通過計算分析,深入探討了旋噴樁復合地基變形隨荷載變化規律、樁和樁間土變形協調關系、樁土比及復合地基壓縮模量的確定,並提出相的設計方和修正參數;此外,結合工程用,對旋噴樁復合地基的施工技術及其現場質量檢測方進行了較全面的探討。
  4. Three main problems caused by normal force when linear motor was used in machine tool were presented

    發現了在直線電機的實際用中導致的推波動問題、裝配問題和機床隔磁問題。
  5. Friction and cohesion are best defined in terms of the plot of shear stress versus normal stress given in figure 9.

    摩擦角和粘結最好是根據圖9中剪切法向應力的關系曲線確定。
  6. Nevertheless, in these approaches the contact intethee are charactered sboly ed stiffeess k. and k. " which is not perfect and rigorous in thc vitw of solid mechanics and rather rough for the description of the behavior of the idtfores. in collbet, taken as a contact problem, the principal chatrs of the idtcthees can be reflected : ( l ) the cbntact inifore is of shear strength which implies tha a generic pair of contact points on the inidse will displace coincidentally if the tangential fbrce at this point has not reahed the 1imit resistance, else, relative s1ide betwee the points will occur along the tangental direction. ( 2 ) no matter the relative slide occurs or not, the contact bodies cannot invade each other in any wise

    本論文在對這兩種方進行認真的分析后,說明它們對不連續面的描述並不合理,也無反映出不連續面的主要學特性,同時指出,將帶有不連續面的巖土工程問題作為接觸問題計算更為合理,它可將不連續面受變形的主要特點反映出來,即: ( 1 )接觸面具有相的「抗剪強度」 ,即當接觸面上某一點處的切小於該點處的抵抗強度時,點對共同變形;達到強度時,則沿切發生相對滑動; ( 2 )在整個變形過程中,發生接觸的變形體不能相互侵入。
  7. Based upon virtual displacement method and the updated - lagrangian approach, stiffness matrices for two - dimensional elastic - plastic beam model in large displacement were proposed, in the derivation of which transverse stress was included because it was believed that part of the 2nd order effects of various stresses, which are in equilibrium with each other and with the external loads, will counteract each other and neglecting either part would possibly lead to incorrect results

    利用虛位移原理和更新的拉格朗日方,導出了大位移彈塑性梁單元剛度矩陣的顯式表達式,在剛度矩陣推導中引入了截面內非線性剪和橫的影響,剛度矩陣通過了剛體檢驗。之所以要引入橫的影響,是因為本文認為,保持平衡所需的所有,它們各自的二階效會相互抵消,因此忽略其中的任何一項都可能導致不正確的結果。
  8. Here, fem is applied in the analyses of i ) fiber axial stress and interphase shear stress in fragmentation tests during initially applied strain, ii ) influence of temperature on the stress transfer across the interface, iii ) modulus and thickness of the interphase and their influence on interfacial stress transfer, iv ) interfacial debonding process, and v ) fragment aspect ratio, contact friction along the interface and their influences to the interfacial stress transfer efficiency

    在論文的這部分工作中,使用有限元描述和分析了逐節斷裂試驗中初始變下的纖維軸和界面相剪切,溫度對界面傳遞的影響,界面相模量和厚度、纖維節長寬比、界面脫粘過程、界面接觸中的摩擦效等因素對逐節斷裂試驗中傳遞的影響。
  9. 7mpa / km in the center of the zone ( 6 ) in the hot dry rock geothermal energy extraction system, after the system start to operate, the normal stress of crack show the pronounced influence depending on the temperature ' s change in a month, there are a marked drop in temperature nearby the injection well, forming a lower stress area, with the heat extraction, the temperature ' s change even gradually, but the temperature descend quickly nearby the production well, forming a new lower stress area

    ( 6 )高溫巖體地熱開發中,裂縫面法向應力受溫度變化的顯著影響,在系統開始運行的一個月內,注入井附近區域其溫度降低較快,形成低區;隨開采時間的延長,其溫度變化逐漸平緩,而生產井附近區域溫度降低加快,逐漸形成新的低區。
  10. The distributions of the local density, thickness, temperature, tangential and normal stress and surface tension were acquired by the study of liquid - vapor interface. these simulated data agree well with corresponding experimental data and the md simulation results from other authors, consequently it is proved that the model and simulation method in the paper are correct

    對汽液界面進行了分子動學研究,獲得了汽液界面局域的密度、厚度、溫度、切法向應力以及表面張的分佈,並把這些數據與相的實驗數據和其他作者的模擬結果相比較,吻合較好,從而證明了本文所採用的模擬方和模擬模型是正確的。
  11. The long term strength prediction method is put forward under the assumption that cohesion c varies in the same way as friction angle, and shearing stress varies in the same way as normal stress

    依據雙曲線變關系,假設堆石結構強度c與內摩擦角的變化規律相同,剪法向應力的變化規律相同,得出堆石長期強度的求解方與過程。
  12. As for side box girder, the elastic theoretical solution has been introduced. the method is based on stress function and regards side box girder as combine of plate element and shell element. then the force and stress formulae for flanges have been derived

    對于邊箱式截面主梁,本文介紹了彈性理論解,基於翼板單元函數,將邊箱梁視為板單元和筒殼單元的組合體,從彈性學出發,推導出板中法向應力
  13. Second normal - stress difference

    第二法向應力
  14. Normal stress distribution on the inner cylinder forced by power law fluid flowing in annulus with inner cylinder executing a planetary motion

    冪律流體在內管做行星運動的環空中流動時的內管法向應力分佈
  15. After the simple analyses with the single phased media theory, a more detailed analyses has been done, based on two phased media theory, on rayleigh wave propagation in saturated soil. the new results show that rayleigh wave will really cause larger shear stress and pore pressure than s wave in shallow layers and thus easily induce sand liquefaction

    進一步,基於兩相介質理論的有效,研究了rayleigh波在飽水介質中的傳播情況,給出了rayleigh方程,分析了飽水介質中產生的,並同單相介質模型的結果做了對比,證實了rayleigh波較s波可產生較大的剪法向應力梯度,從而導致液化的論斷。
  16. Critical normal stress

    臨界法向應力
  17. First normal - stress difference

    第一法向應力
  18. Maximum normal stress

    最大法向應力
  19. The mohr - coulomb criterion assumes that failure occurs when the shear stress on any point in a material reaches a value that depends linearly on the normal stress in the same plane

    莫爾庫侖準則假定破壞發生在材料中任意點的剪某一值,該值線性依賴于在該面的法向應力
  20. Based on the minimum potential energy principal, the influences of three loads, which are concentrated force, trapezoidal load and sinusoid load, over shear lag of cantilever single - box - single - cell box girder are deducted and discussed, and a conclusion is reached, which has some instructive significance for designer to determine the sectional dimension and reinforcing bars ; the bending normal stress changes greatly as considering the shear lag effect

    以最小勢能原理為基礎,推導並討論了3種形式的荷載:集中、梯形荷載、正弦形荷載對懸臂單箱單室箱形梁剪滯的影響,得出考慮剪滯效后彎曲法向應力有較大變化的結論,對設計人員確定截面尺寸、截面配筋具有一定的指導意義。
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