The results show that outer side of the slab at bending transition zone and inner side of the slab at straightening zone have maximum equivalent stress.
结果表明弯曲过渡段外弧前部和矫直段内弧后部等效应力值在各自区域内最大。
The results show that outer side of the slab at bending transition zone and inner side of the slab at straightening zone have maximum equivalent stress.
结果表明弯曲过渡段外弧前部和矫直段内弧后部等效应力值在各自区域内最大。
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