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分析连续梁拱组合桥力学性能受设计参数的影响

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运用理论知识设计恒载和活载作用试验,对拱桥矢跨比和刚度比这两个重要的设计参数作为试验变量来进行对比分析,研究连续梁拱组合桥力学性能受设计参数的影响,研究的结果表明:恒载作用下,当中跨矢跨比相同的情况下,边跨矢跨比变大时,对于主梁中跨轴力值几乎没有变化,主梁边跨轴力在减小,而从弯矩角度分析,此时对应的中跨和边跨弯矩值几乎都没有变化;在活载作用下,当中跨矢跨比保持不变,增大边跨矢跨比,此时对应的中跨轴力值没有明显边,而主梁边跨轴力值在减小,对应的主梁边跨和中跨的弯矩值几乎没有影响;在拱肋刚度保持不变的情况下,在恒载作用下,随着主梁刚度的减小,边跨主梁轴力值也随着逐渐减小,中跨主梁的轴力值反而增大;从弯矩角度分析,随着主梁刚度减小,中跨弯矩值都在减小,而边跨负弯矩值减小,正弯矩值增大;当拱肋刚度保持不变的情况下,在活载作用下,随着主梁刚度的减小,中跨主梁轴力值明显增大,边跨主梁值增大不明显;对于弯矩值,中跨主梁和边跨主梁对应的弯矩值都在减小。
Influence Analysis of Design Parameters on Mechanical Properties of Continuous Beam Arch Composite Bridge
By using the theory knowledge to design the dead load and live load test,the two important design parameters of the arch bridge,the ratio of vector span and the ratio of stiffness,are compared and analyzed as the test variables,the relationship between me-chanical properties and design parameters of continuous beam-arch composite bridge is studied.The results show that:Under the ac-tion of dead load,when the ratio of side-span to side-span increases when the ratio of middle-span to side-span is the same,the ratio of side-span to side-span will increase,for the main beam,the axial force of the mid-span is almost unchanged,while the axi-al force of the side-span is decreasing,the axial force of side span has no obvious side,but the axial force of side span of main beam decreases,and the bending moment of side span and middle span of main beam has little influence.Under the constant stiffness of the arch rib,the axial force of the side-span main beam decreases with the decrease of the rigidity of the main beam,while the axial force of the middle-span main beam increases,with the decrease of the stiffness of the main beam,the bending moment of the middle span decreases,while the negative bending moment of the side span decreases and the positive bending moment increases,for the moment value,the corresponding moment values of both the mid-span and the side-span beams are decreasing.

continuous beam-arch composite bridgemechanical propertiesvector span ratiostiffness ratio

刘淑青

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九江市公路发展中心都昌分中心,江西 都昌 332600

连续梁拱组合桥 力学性能 矢跨比 刚度比

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(12)