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DYNAMIC AND STATIC CHARACTERISTICS ANALYSIS OF A REINFORCED CONCRETE T-BEAM BRIDGE STRENGTHENED WITH U-SHAPED STEEL PLATES

机译:U形钢板加固钢筋混凝土T梁桥的动态和静态特性分析

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摘要

In order to assess the strengthening effect of U-shaped steel-bonded reinforcement measure,the dynamic and static performance of a reinforced concrete T girder bridge was analyzed before and after strengthening in this paper.The total length of the bridge is 304.4 meter long and the T shaped main beam is 1.5 meter high.A large amount of cracks were found in main girders and concrete strength also couldn't meet the design requirement.Therefore,the bridge was reinforced by a variety of U-shaped steel plates.The dynamic and static characteristics were obtained by ambient vibration test,field static test and corresponding finite element analysis.The results show that the maximum vertical frequency of the bridge increases by 16.5%,the maximum deflection reduces by 20.0%,the strain reduces in range from 18.1%to 42.2%.The transverse distribution of strain is more stable and the effect of U-shaped steel-bonded reinforcement for the bridge is excellent.
机译:为了评估U形钢结构增强措施的强化效果,在本文的加强之前和之后分析了钢筋混凝土T梁桥的动态和静态性能。桥的总长度为304.4米T形主梁高1.5米高。在主要梁和混凝土强度中发现了大量的裂缝,也无法满足设计要求。因此,通过各种U形钢板加强了桥梁。动态通过环境振动试验,现场静态试验和相应的有限元分析获得静态特征。结果表明,桥梁的最大垂直频率增加了16.5%,最大偏转减少了20.0%,应变在18.1的范围内降低。 %〜42.2%。应变的横向分布更稳定,U形钢结构增强对桥的影响是优异的。

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