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bond stress中文是什么意思

  • 附著應力
  • 粘合應力
  • 粘接應力
  • 粘結力
  • 粘結應力
  • 粘著應力
  • 黏合應力

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  • 例句與用法
  • Study on the bond stress - slip relationship variation with the position
    三維實體模型在公路設計中的應用研究
  • Finite element of dynamical bond stress of insert rebar under explosive loads
    爆炸荷載作用下植筋粘結應力有限元分析
  • Bond stress in the state of bond - slip should be adopted in the foundation design
    當設計人員在設計基礎時,只能夠采用在滑動摩阻狀態(tài)下的粘著應力值。
  • So , the bond stress and slip of src eccentric loading columns must be accurately measured and studied further
    因此有必要通過準確量測構件內部的粘結應力和滑移,進一步對偏壓柱的粘結滑移性能進行研究。
  • The test results of inserted foundation with shear fastening apparatus showed that the interaction betwe en bond stress and shear fastening apparatus is very great , however , they could n ' t be superposed in principle
    在帶有承剪連接件的插入角鋼上進行試驗結果表明:粘著應力與承剪連接件的受力存在很大的附加作用,但是,在原則上不允許進行組合疊加。
  • It is indicated in the test that the influence of loading to strain in the grout was about in the range of 5 ~ 6m , and very weak beyond 4m . the distributions of strain and bond stress in the grout are attenuated in the minus exponential rule
    試驗結果表明,加載對錨固段內的應變影響范圍大致在5 6m左右, 4m以外很微弱;錨固段注漿體內的應變與粘結應力分布按照負指數(shù)規(guī)律衰減。
  • ( 2 ) from the equilibrium conditions of the isolated segment from a beam - column sub - assemblage , it is clarified for the first time that the bond stress along the beam rebars passing through the joint transfers into the column end to balance shear at this column end at the same ratio as that of the compression force in the compressed concrete at beam ends
    通過對梁柱組合體柱脫離體的平衡條件,首次明確了貫穿節(jié)點梁筋粘結應力和梁端受壓混凝土的壓力以相同的比例傳入柱端以平衡柱端剪力,從而對節(jié)點區(qū)的傳力機理重慶大學博士學位論文結出了完整的和具有說服力的解釋。
  • Through direct pullout test , we examine the effect of the water to cement ratio , contend of steel fiber and silica fume on the bond behavior ; compare the bond behavior of two types of cfrp bars with difference surface treatment ( r1 bars and g1 bars ) , and reprocess the one of inferior bond strength ; investigate the bond stress distribution along the bond length of cfrp bars , and assess the adequacy of some exist analytical models of bond - slip behavior to reproduce the experimental bond behavior
    本文主要通過直接拉拔試驗,考察水膠比、鋼纖維摻量、硅灰摻量以及cfrp筋的表面處理類型等材料參數(shù)對粘結性能的影響,并對粘結效果較差的cfrp筋研究了表面處理方法,以提高cfrp筋與rpc的粘結性能;通過在cfrp筋表面粘貼應變片,測定了粘結應力沿cfrp筋埋長的分布情況,并對現(xiàn)有的粘結滑移本構模型與試驗結果的擬合效果進行了比較。
  • According to the force balance equations , the values and distributions of bond stress between steel shape flange and concrete in eccentric loading columns were established by statistically regression with experiment data . and the influence of the factors such as relative eccentricity e0 / h , the slenderness ratio l0 / h on the bond - slip properties was analyzed
    利用力的平衡方程,通過對試驗數(shù)據(jù)統(tǒng)計回歸,得到了偏壓柱型鋼兩側翼緣與混凝土的粘結應力的大小及分布規(guī)律,并分析了偏壓柱長細比、偏心距對其的影響。
  • In addition , the test results also demonstrate that bond - slip response between angle steel and concrete foundation in tension could be reflected with the displacements between angle steel and concrete , because bond stress is obviously decreasing with the cross section shrinking , that is effects of poisson ' s ratio
    另外,試驗結果還表明:在一定的拉應力下,插入角鋼與混凝土之間的粘著力能通過插入角鋼與混凝土之間的位移反映出來。這是由于橫斷面的收縮,使得粘著應力明顯降低,即泊松比效應。
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