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load-deflection curve in Chinese

Pronunciation:
How to pronounce "load-deflection curve""load-deflection curve" in a sentence"load-deflection curve" meaning

Translationmobile phoneMobile

  • 負荷-撓度曲線
  • 載荷-撓度曲線
  • 載荷變形曲線
  • 載荷偏轉(zhuǎn)曲線

Examples

  • 3 . the test study indicates that the load - deflection curves of frp reinforced concrete beams reinforced can be divided into two linear stages through the boundary point of initial cracking
    試驗研究表明，纖維增強塑料筋混凝土受彎構(gòu)件的荷載撓度曲線以截面初裂為界限點分為兩個線形階段。
  • According to the behaviors of diagonally - loaded frames , effects of infill material property and frame stiffness on performance of infilled frames are investigated . 2 . based on result of lateral actions test , gives load - deflection curves for infilled frames
    對斜向加載的墻板單元進行了試驗研究，分析了填充塊材料性能、框架梁柱剛度等因素對墻板單元力學(xué)性能的影響。
  • Crack development and failure modes , longitudinal reinforcement strain distributions and load - deflection curves were compared as a result in order to evaluate the validity of the disturbed stress field model to analyse such deep simply supported beam
    通過與試驗結(jié)果的對比，在開裂形態(tài)、破壞形式、縱筋應(yīng)變分布及荷載位移曲線等局部與整體反應(yīng)層次上，評價了擾動應(yīng)力場模型模擬深受彎簡支梁受力性能的適用性。
  • And the calculated results closely coincide with experimental results . furthermore , the paper , through applying the improved algorithm to the load - deflection curve and secondary load , also the calculated curves closely coincided with experimental results ( showed as chart 3 . 17 - 3 . 20 )
    本文還將改進的算法運用于粘貼加固受彎構(gòu)件的荷載?撓度曲線和二次受力問題的計算中，得出與試驗結(jié)果吻合較好的計算曲線(圖3 . 17 3 . 20 ) 。
  • The increment - iteration solution strategy is adopted in the nonlinear finite element analysis . arc - length method and the incremental plastic reversibility procedure are used to find the complete load - deflection curve and deal with elastic unloading occurring in elasto - plastic analysis
    有限元分析中采用增量?迭代方法，結(jié)合弧長法和塑性增量可逆的假定，可以計算出完整的荷載位移曲線，并考慮彈塑性問題中可能出現(xiàn)的彈性卸載問題。
  • The further research in port engineering pile foundation is considered to be important of such as behavior and bearing capacity of laterally loaded single piles and pile groups , and the functional mode of wharf foundation pile under flood tide torrent , and load - deflection curve , and negative skin friction along the pile , et al . the bearing capacity and the negative skin friction of port engineering piles are analyzed , to satisfy port engineering development demand better
    在港口樁基工程領(lǐng)域，港口工程水平承載(群)樁的工作性狀以及承載力計算方法，漲潮急流等動態(tài)荷載作用條件下碼頭基樁的受力性狀，樁的作用荷載與變位趨勢關(guān)系、樁的負摩擦等問題都要求作進一步的研究。本文致力于以港口工程樁基為主要研究對象，對港口工程(群)樁基水平承載力和負摩擦力進行研究，以更好地滿足港口工程建設(shè)需要。
  • As numerical examples , a slender composite column of rectangular cross section with embedded h - shape structural steel is first considered . the complete load - deflection curve is obtained and compared with the corresponding experimental results . the comparison demonstrates the validity and accuracy of the proposed method
    應(yīng)用編制的計算程序，首先對一配有工字型鋼的矩形截面長柱進行了計算分析，獲得了長柱的荷載-撓度全過程曲線，并與試驗結(jié)果作了比較，驗證了計算程序的正確性和有效性。
  • The load - deflection curve , the load - strain curve , earth pressure and distribution of sub - grade contact pressure under concentrated load , moving load and load at the side of the coal unloading chute respectively are obtained and discussed ; the whole process from cracking to failure are studied
    分別對其在集中荷載、移動荷載及堆載等作用下的側(cè)向土壓力、基底反力的分布情況以及結(jié)構(gòu)構(gòu)件的荷載?應(yīng)變規(guī)律、荷載?撓度變化規(guī)律和結(jié)構(gòu)從開裂到破壞的全過程進行了試驗研究和理論分析。
  • As soon as the normal section cracks , the crack firstly appears in the flexural region . at this moment , the load - deflection curve has a turning point . with the increase of the load , the rigidity of the beam decreases compared with that before cracking because of the development of cracks in flexural region , and the formation and development of diagonal cracks toward the loading point , the load - deflection curve is basically linear till the beam fails
    正截面開裂前，荷載撓度曲線基本為線性，截面剛度較大；正截面開裂時，裂縫先在純彎段出現(xiàn)，荷載撓度曲線出現(xiàn)轉(zhuǎn)折點，隨著荷載的增加，純彎段正裂縫的發(fā)展以及剪跨段斜裂縫的產(chǎn)生并向梁的受壓區(qū)加荷點發(fā)展，使梁的剛度較截面開裂前減少，荷載撓度曲線也基本為線性直到梁破壞。

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