首页> 外文会议>Proceedings of the 13th International Symposium on Structural Engineering >DYNAMIC AND STATIC CHARACTERISTICS ANALYSIS OF A REINFORCED CONCRETE T-BEAM BRIDGE STRENGTHENED WITH U-SHAPED STEEL PLATES
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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梁桥的动静特性分析

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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型钢粘结加固措施的加固效果,本文对钢筋混凝土T梁桥加固前后的动静性能进行了分析。该桥的总长度为304.4米, T形主梁高1.5米,在主梁中发现大量裂缝,混凝土强度也无法满足设计要求,因此桥梁采用多种U形钢板加固。通过环境振动试验,现场静力试验和相应的有限元分析获得了静特性。结果表明,桥梁的最大垂直频率增加了16.5%,最大挠度减小了20.0%,应变从18.1减小%至42.2%。应变的横向分布更稳定,U型钢粘结加固桥梁的效果极佳。

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