เข้าสู่ระบบ สมัครสมาชิก

composite joint การใช้

ประโยคมือถือ
  • The study of the development of semi - rigid composite joints
  • Physical nonlinear analysis of semi - rigid composite joints
  • Finite element analysis of end - plated semi - rigid composite joints
  • Initial rotation stiffness calculation of semi - rigid composite joints
  • Calculation of moment resistance of semi - rigid steel - concrete composite joints
  • Plastic design method of the moment resistance of semi - rigid steel - concrete endplate composite joints
  • It is necessary that rotation capacity of composite joints is enough for moment distribution of composite beams
  • Based on the test results , the formulas for moment resistance of semi - rigid end - plate composite joints are presented
  • The research concentrated on the application of acousto ultrasonic ( au ) techniques for the bond quality of adhesively bonded composite joints
  • The test results show that the semi - rigid composite joints have higher moment resistance and rotation stiffness than steel joints , and composite joints have powerful rotation and dissipation energy capability
  • The effects of the vapor deposition for 60 h on the c / sic composite joints were studied . the results showed the effects of vapor deposition on the joints produced with different conditions were different
  • Gusset plate connections to slotted tubes is one type of the composite joint configurations in tubular structures . it can meets in practice . this connection take place of tubular joints and welded hollow spherical joints in some special situation
  • In this paper , end - plate connection semi - rigid composite joints are analyzed to obtainmechanical behaviour under static loads and the effect of such joints on the behaviour of thecomposite frames because they are widely applied in engineer
  • The calculating method of rotation capacity for semi - rigid composite joints is described in this paper . comparison with test results show that , the introduced calculating model of rotation capacity for semi - rigid composite joints is rational
  • The result shows that the fatigue life of interference - fitcomposite joint is greatly longer than that of sliding - fit composite joint ; the fatigue life of interference - fit composite joint is affected highly by interference quantity ; the optimum quantity of interference to the studied joint model is 1 % ~ 1 . 4 %
  • The combination of induced joint , conventional joint and composite joint was introduced in joint design . seepage control structure with second grade concrete and geomembrane was applied and low temperature construction measures were taken at dam body . " rcc arch dam test of wenquanpu reservoir in hebei province " won the third state progress prize in science and technology and many other awards
  • Thus it is necessary to study moment resistance , rotation stiffness and rotation capacity of the joints . in this paper , six specimens on end - plate composite beam - to - column joints and two specimens on end - plate composite beam - to - column joints were designed to subject to static load . the factors of m - characteristics about semi - rigid composite joints , including bolts , profiled steel sheeting , beam , column , stiffen rib and reinforcement , are studied