摘要:
研究了宁波甬江铁路大桥的大挠度非线性设计计算问题.提出了非线性方程的叠代近似算法,同时指出了如果两岸落差约5m,两岸跨度约100m计算,则桥梁中间的最大斜度将超过5%,这远远超过铁路设计允许的斜度.为此,提出了减小路轨斜度的设计方案,即铁路在两岸都有长度约1km斜度为0.5%的路基,使两岸的落差减小到约为原来落差的1/10.这样路轨在跨越甬江时,其挠度的斜度就会大大缩小,也在0.5%~0.6%之间.
Abstract:
The solution and computational aspects on nonlinear deflection of Yongjiang Railway Bridge in Ningbo were investigated.An approximate iteration algorithm on nonlinear governing equation was presented,and the obtained results show that,if altitude difference and span of the riverbanks are taken as 5 meters and 100 meters,respectively,the maximum gradient in the middle of the bridge exceeds 5%,much larger than maximum allowance gradient in railway design code.Therefor,a new solution scheme for decreasing gradient of the bridge is put forward,that is,the altitude difference between two riverbanks can be decreased to about 1/10 of the initial magnitude by building roadbeds with 0.5% gradient and 1 kilometer length at two riverbanks.As a direct result,the deflection gradient of the railway bridge is much reduced and the value is between 0.5%~0.6%.