The results show that the latter welding method delivers higher load capacity and slightly lower stiffness of main girder, and simpler welded structure and technology.

 
  • 計算結果表明:加強板在受拉翼緣處空開(kāi)時(shí),主梁的承載能力比加強板四周均焊時(shí)高,且簡(jiǎn)化了焊接結構與工藝,但主梁剛度比加強板四周均焊時(shí)略小。
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