flexural loading 中文意思是什麼

flexural loading 解釋
撓曲載荷
  • flexural : 抗彎的
  • 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. Test results show that the steel fiber in concrete have more effectiveness on improving the splitting tensile strength and the flexural strength in the early age than after its hardening ; the flexural modulus of elasticity of sfrc are higher than the plain concrete at different ages while their compressive modulus of elasticity are almost the same. it ' s also shown that, similar to the plain concrete, the early - age loading decreases the strengths of sfrc, but, with the increase of the contents of the steel fiber things are getting better, especially for the splitting tensile strength and the flexural strength

    試驗結果表明：與性能穩定之後相比，在混凝土中摻入鋼纖維對它的早期劈裂抗拉強度和抗折強度有尤為顯著的提高作用；對各齡期的受壓彈性模量影響不大，而對提高抗折彈性模量有一定的效果；與素混凝土試件相同，在早期（強度達到28天強度的85前）對鋼纖維混凝土試件施加荷載會對它的各種強度產生一定的不利影響，但是摻入鋼纖維可以減輕這種不利影響，尤其對劈裂抗拉強度和抗折強度作用突出，並且含纖率越高，效果越明顯。
  2. A fem of elasto - plastic flexural - torsional buckling of steel members under cyclic loading

    循環荷載下壓彎鋼構件彈塑性彎扭屈曲的有限單元法
  3. The results of experiments shows that core column can increase flexural and shear resistant capacity and improve deformability and entirety of composite walls ; it is coordinate ductility of two composite walls joining wire or steels out - of - plane ; the seismic of composite walls joining with wire is fine than joining with steels ; the deformation of out - of - plane only affect the crack - loading, the ultimate carrying capacity and ductility in - plane nearly has no change

    墻片試驗表明:芯柱可以增加復合墻體的抗彎和抗剪承載能力，改善墻體的變形能力和整體性;分別應用鋼絲網片和鋼筋連接的兩種復合墻體的平面外延性大致相同，內外葉墻協同工作良好;內外葉墻之間的連接提高了外葉墻砂漿層抗拉強度，同時也提高了復合墻體向外葉墻方向的抗推和抗拉承載力。
  4. Finite element analysis on flexural loading capacity of composite slim beam with deep deck in the hogging moment region

    負彎矩區深肋組合扁梁抗彎性能的有限元分析
  5. 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，荷載撓度曲線出現轉折點，隨著荷載的增加，純彎段正裂縫的發展以及剪跨段斜裂縫的產生並向梁的受壓區加荷點發展，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。
  6. Plastics - determination of creep behaviour - part 2 : flexural creep by three - point loading

    塑料.蠕變性能測定.第2部分:三點負荷下的撓曲蠕變
  7. Standard test method for flexural strength of soil - cement using simple beam with third - point loading

    用簡支梁三點負荷法測定摻土水泥抗撓強度的標準試驗方法
  8. Standard test method for flexural strength of manufactured carbon and graphite articles using four - point loading at room temperature

    在室溫下用四點負荷法測定炭加工品及石墨製品撓曲強度的標準試驗方法
  9. Plastics - determination of creep behaviour - part 2 : flexural creep by three - point loading iso 899 - 2 : 2003 ; german version en iso 899 - 2 : 2003

    塑料.蠕變性能的測定.第2部分:三點負載時彎曲蠕變
  10. The relationship between the flexural stress field and the vertical and horizontal loading is also discussed in details respectively. the result shows that the flexural stress of the western china is about several hundred mpa

    結合中國大陸西部的地質特徵，討論了撓曲應力場在板塊垂向上的變化規律，分析了垂向荷載和水平荷載對撓曲應力場的影響。
  11. The vertical loading plays a major role in the state of the flexural stress. beneath the mountain belts, the compression decreases and changes to extension from the top of the elastic plate to the bottom. the change of the flexural stress beneath the basin is vice versa

    從彈性板頂部向下，造山帶下方的擠壓逐漸減小，到中性面以下變為拉張，然後張應力逐漸增大，在彈性板底部達到最大；盆地下方的變化則與之相反。
  12. 3 ) the average - strain of cross - section still can be assumed to be keep - in - plane within the whole loading procedure ; the theoretical moment - curvatures obtained by the cross - section keep - in - plane is consistent with the experimental ones. 4 ) the analytical flexural bearing capacity and cfrp - strain are more accurate by assuming the concrete ultimate strain to be 0. 07 instead of 0. 0033 ; 5 ) limiting the cfrp - strain under 0. 01 is reasonable to evaluate the flexural bearing capacity of rc beams retrofitted with cfrp ; 6 ) the initial load is hardly influence the flexural bearing capacity of cfrp - strengthened rc beams

    取混凝土的極限壓應變0 . 007代替0 . 0033進行計算的結果能更準確地評浙江大學碩士學位論文2004摘要價加固梁的抗彎承載力和cfrp應變; 5 .在計算cfrp加固梁的抗彎承載力時，限制cfrp的應變在0 . 01以內的措施是恰當的; 6 .梁所承受的荷載的大小對加固後梁的抗彎承載力影響不大。
  13. In this paper, the buckling behavior of cold - formed angle members is studied by non - linear finite element method. the influence of the width - thickness ratio of the single cold - formed angle column under axial load is analysed. the criteria of flexural buckling and torsional - flexural buckling for cold - formed egual - leg under axial loads is presented. according the calculating results of the ansys finite element method, the stability - coefficient formulas are simulated for the cold - formed loading single angle members of flexural buckling and torsional - flexural buckling

    本文運用非線性有限元法對冷成型單角鋼的穩定性能進行了研究，分析了寬厚比對冷成型單角鋼軸壓桿穩定性能的影響，給出了等邊冷彎角鋼發生彎曲屈曲和彎扭屈曲的判斷條件，根據ansys有限元的計算結果擬合出了冷成型單角鋼軸壓桿在發生彎曲屈曲以及在發生彎扭屈曲時的穩定系數公式，在此基礎上得出了冷成型單角鋼軸壓桿在所有長細比情況下的穩定系數公式。
  14. Plastics - determination of creep behaviour - flexural creep by three - point loading

    塑料.蠕變的測定.用三點加載法測定撓曲蠕變
  15. Therefore it has a practical significance to study the flexural performance of rc members strengthened with frp which simulate the practical loading state

    因此進一步模擬實際結構的受力狀況進行加固研究有重要的實際意義。
  16. Standard test method for flexural strength of concrete using simple beam with third - point loading

    混凝土抗彎強度的標準測試方法
  17. Test method for flexural strength of manufactured carbon and graphite articles using four - point loading at room temperature

    在室內溫度條件下利用四點加載進行碳與石墨人造物撓曲強度試驗方法
  18. Standard test method for flexural performance of fiber - reinforced concrete using beam with third - point loading

    纖維增強混凝土的彎曲性能的標準試驗方法
  19. Standard test method for flexural strength of concrete using simple beam with center - point loading

    混凝土抗彎強度的標準測試方法
  20. In order to investigate the effects of cfrp sheets on flexural bearing capacity and stiffness of the beam, test of 18 rc beams retrofitted with cfrp sheets was carried out. 16 beams were retrofitted while they were bearing loads and there were bending cracks on their surfaces. the parameters of the test include the ratio of the rebar, quantities of cfrp and loading procedure

    本文擬通過16根加固梁和兩根對比梁模擬實際構件的加固及受力過程，對持續荷載作用下cfrp加固鋼筋混凝土梁進行抗彎試驗，目的就是為了研究外貼cfrp對梁的承載力和抗彎剛度的影響，為評價服役結構構件的承載力和撓度打下基礎。
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