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actual stress中文是什么意思

  • 實際應(yīng)力
  • 有效應(yīng)力
  • 真實應(yīng)力

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  • 例句與用法
  • The actual stress is not proportional to the bending moment .
    實際上應(yīng)力與彎矩不成正比。
  • The actual stresses do not exhibit the discontinuity of slope at the centre indicated by the elementary theory .
    實際應(yīng)力在中心處存在初等理論所指出的斜率不連續(xù)性。
  • The allowable stress levels to which the actual stress levels are compared are based on empirical findings for the material involved
    對所使用的材料來說,與實際應(yīng)力比較的容許應(yīng)力是以實驗研究結(jié)果為基礎(chǔ)的。
  • To determine the reason of impact breakage of new developed plastic packing box for certain cannonball in drop test , this article derives the actual stress formulas in the position of impact breakage
    摘要為確定新研制的某炮彈塑料包裝筒在跌落試驗中,產(chǎn)生沖擊破壞的原因,通過理論計算和試驗研究。
  • The actual stress in soil nails is very different from theoretical analysis , so in - situ measurements in chaowai soho project in beijing , the method that placing the reinforcing steel bar - stress measuring apparatus in primary reinforcing steel bar to gain actual pull force is adopted in this paper
    摘要針對土釘支護中土釘實際所受拉力與目前理論和規(guī)程計算結(jié)果相差較大的問題,對北京朝外soho土釘支護進行了現(xiàn)場監(jiān)測。
  • The standards and specification related can only provide classical design method , most of the assumption do not reflect the actual stress state . the standards don ’ t considerate the effect when end - plate with rib stiffeners , so it is worthy to research the end - plate in beam - column and some advice on design practice is given as well
    我國現(xiàn)行規(guī)程關(guān)于端板連接承載力的設(shè)計計算方法中還沒有考慮端板加勁肋對節(jié)點承載力的影響,所以,迫切需要對端板連接進行更深入的研究,提出更加合理的設(shè)計建議。
  • This paper discussed about the changes of stress state on effect of soil properties . the reason of surface settlement and layer losses is that the stress state is not primeval one in and after tunneling construction . therefore it is necessary to select strength data in actual stress path in making tunnel deformation and stability analysis with continuous media mechanics
    本文討論了隧道施工過程中,由于應(yīng)力狀態(tài)的變化對土性的影響, ,隧道施工之所以造成地表沉降和地層損失,是因為隧道施工過程中以及隧道施工結(jié)束后土層的應(yīng)力狀態(tài)已經(jīng)不是原始應(yīng)力狀態(tài),因此在選用連續(xù)介質(zhì)力學(xué)方法對隧道施工進行變形和穩(wěn)定性分析時,必須采用實際應(yīng)力路徑下強度參數(shù)。
  • This paper , in the light of the special geological environment and actual project situation of the three gorges reservoir area , puts forward a comprehensive analysis and evaluation system suitable for the stability analysis of the bank landslide of the three gorges reservoir area under the premise of thorough consideration of the water influence on the stability of the bank landslide , and obtains the following achievements in several aspects that have the practical application significance and certain scientific research value : ( 1 ) it is discovered that the water activity is the primary factor of the formation of the new landslide and the revival of the ancient landslide . on the one hand , the rising underwater level reduces the actual stress of landslide ; on the other hand , the long time soaking of the underwater reduces the mechanics intensity of the landslide and the slide belt , both of which reduce directly the landslide stability ; ( 2 ) in view of the special condition of the three gorges reservoir area , this paper analyzes systematically the forces acted on the landslide of the three gorges reservoir area and the force varieties acted on the divided landslide when the water level changes between 175 meters and 145 meters . thus it is more scientific and comprehensive for the analysis of the forces acted on the landslide ; ( 3 ) this paper summaries systematically 10 kinds of typical computation projects by organic combinations of different kinds of situations in the dry season ( nature statue ) , rainy season ( rainstorm or rains for a long time condition ) , with 175m water level in the reservoir , during the earthquake , with the water level of the reservoir adjusted from 175m to 145m and so on , and produces
    本文針對長江三峽庫區(qū)特殊的地質(zhì)環(huán)境與工程實際情況,在充分考慮水對庫岸滑體穩(wěn)定性影響的前提下,提出了一個適用于長江三峽庫岸滑坡體穩(wěn)定性分析的綜合分析評價體系,并取得了如下幾個方面具有工程實際意義和一定科學(xué)研究價值的研究成果: ( 1 )研究結(jié)果發(fā)現(xiàn),水的活動是新滑坡形成或古滑坡復(fù)活的主要因素,一方面是由于地下水位升高降低了滑坡體的有效應(yīng)力,另一方面是由于地下水的長期浸泡降低滑體及滑帶的力學(xué)強度,這兩方面的因素均將直接降低滑坡的穩(wěn)定性; ( 2 )針對三峽庫區(qū)的特殊條件,系統(tǒng)分析了作用于三峽庫區(qū)滑坡體上的力系和庫水位在175m與145m間變化時滑體條塊的受力變化,從而使對作用于滑坡體上的力系分析更科學(xué)、更全面; ( 3 )通過對滑體處于旱季(天然狀態(tài)) 、雨季(暴雨或長期降雨狀態(tài)) 、 175m庫水位、地震以及庫水位由175m調(diào)節(jié)下降至145m等各種不同情況的有機組合,本文系統(tǒng)地歸納總結(jié)出了10種典型計算工況,并具體給出了相應(yīng)的作用荷載的計算方法,使在庫區(qū)岸坡滑體穩(wěn)定性分析評價時對計算工況選擇及其作用荷載的計算更具規(guī)范性; ( 4 )具體運用c + + builder開發(fā)了關(guān)于滑坡體穩(wěn)定性綜合分析評價系統(tǒng),使對滑坡體穩(wěn)定性分析計算更方便、更準確; ( 5 )將上述滑坡體穩(wěn)定性綜合分析評價系統(tǒng)應(yīng)用于重慶市豐都縣名山滑坡穩(wěn)定性分析的具體事例中,分析結(jié)果表明,本文所提出滑坡體穩(wěn)定性綜合分析評價方法對三峽庫區(qū)的滑坡穩(wěn)定性分析是實用可行的。
  • Methods : according to x - rays of genu varum and genu valgum and cross - section ct of normal knee joint , 31 planar - models and 31 working conditions in three - dimensional finite element were established with the software of super - sap every 2 degree from genu varum 30 degree to genu valgum 30 degree , then calculated the stress and stain state of every node with the size and direction of actual stress
    方法:有限元模型的建立是利用膝關(guān)節(jié)內(nèi)、外翻x線平片和正常人膝關(guān)節(jié)橫斷ct片,并用super - sap軟件分別建立平面和三維有限元模型,在內(nèi)翻30至外翻30之間,每2按實際受力大小和方向加載,分別生成31個模型和31種工況,計算得出模型中各節(jié)點的應(yīng)力應(yīng)變情況。
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