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从钢箱梁构件角度出发,按平板、板和U肋、无横隔板的箱梁及带横隔板的局部段箱梁,用有限元方法分析了相同荷位的荷载在铺装层中产生的最大应变,通过对比了解钢箱梁各构件对铺装层应变的影响程度。
From the angle of steel box girder, the load of the same load in the pavement is analyzed by the finite element method according to the slab, plate and U-rib, box girder without diaphragm and partial box girder with diaphragm. The maximum strain generated by comparing the steel box girder components of the impact of the degree of pavement strain.