Journal of Shanghai Jiaotong University ›› 2011, Vol. 45 ›› Issue (10): 1475-1478.

• Physics • Previous Articles     Next Articles

Buckling of Rectangular Delamination Bridged by Fibers

 DI  San-Dong, ZHANG  Yang, LI  Si-Ping   

  1. (School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China)
  • Received:2010-10-29 Online:2011-10-31 Published:2011-10-31

Abstract: The problem of buckling of delamination stitched with fiberbridge in 3D composites was solved by FEA. Linear springs of tensiononly or compressiononly distributed on the nodes of delamination cells are used to simulate the fibers and substrate respectively. The problem of eigenvalue buckling is transformed into the problem of geometric nonlinearities with an initial imperfection and solved by FEA of incremental nonlinear structural analysis. The results show that there are period contact points (districts) between delamination and substrate. And as the elastic coefficient of the fiber bridge increases, the critical buckling loads may also increase. The relation of the characteristic length and fiberbridge is expressed by mathematical formula.

Key words: delamination, fiberbridge, buckling, buckling modal

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