The paper aims at the maximum axial load,showing that the maximum axial load determined by the shakedown limit is much larger than that by the elastic limit.

 
  • 本文嘗試著(zhù)進(jìn)行一些探討,提出應以鋼軌的安定極限值代替鋼軌的彈性極限值作為鋼軌的許用極限值,并就此進(jìn)行了理論計算及實(shí)驗分析工作,提出了一些有益的結論。
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