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考慮初始缺陷的加勁板的非線性穩定性

Non-linear stability of stiffened plates considering initial imperfections

  • 摘要: 實際板殼結構中的初始缺陷會影響結構的安全性和穩定性.以某實際鋼結構工程為研究背景,重點考慮初始缺陷的影響,研究了不同的缺陷大小、加勁形式、加載方式及邊界條件下,加勁板的非線性穩定性情況.結果表明:對于四邊簡支板,板的厚度越小,缺陷的影響越明顯;初始缺陷相同,扁鋼的非線性應力值最大;單邊加載狀況下,初始缺陷對板的非線性穩定性影響較大;初始缺陷對四邊簡支和四邊固結加勁板的影響較平穩.

     

    Abstract: Initial imperfections in actual plate structures have impact on the structural stability and safety.Considering actual steel structures as a research background,with emphasis on the effect of initial imperfections,the nonlinear stability of stiffened plates was analyzed under the condition of different initial imperfection sizes,stiffener types,loading ways and boundaries.As for a simply supported plate,the thinner the plate,the more remarkable the influence of initial imperfections is.Considering the same initial imperfections,the nonlinear buckling value of flat steel is the largest.The influence of initial imperfections on the nonlinear stability of plates is large under uniaxial loading.Initial imperfections impact on a simply supported plate or a consolidated plate stable.

     

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