首页|锈蚀钢丝及拉索模型静力拉伸和声发射监测试验研究

锈蚀钢丝及拉索模型静力拉伸和声发射监测试验研究

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为更加精确地感知拉索锈蚀病害,评估服役拉索的健康状况,对锈蚀拉索的力学性能退化与拉伸受力声发射特征之间的相关性进行研究.采用中性盐雾腐蚀模拟制作了 4种不同锈蚀等级的高强钢丝和拉索,开展了锈蚀高强钢丝及拉索模型的静力拉伸加载试验,提出了考虑锈蚀和制索工艺影响的拉索承载力计算方法并与实测值进行对比验证,同时采用声发射技术监测了整个拉伸断裂过程.结果表明,计算承载力与实测承载力两者吻合良好,最大相对误差仅为5.8%.随着锈蚀率的增大,拉索模型的延性较承载力下降更为显著.断丝产生的声发射能量最大,断丝峰值频率维持在75 kHz左右,且受锈蚀钢丝延性下降的影响,断丝信号的振铃计数和持续时间均会随着锈蚀率的增大而变大.
Experimental study on static tensile and acoustic emission monitoring of corroded steel wires and cables
To more accurately perceive the corrosion of cables and evaluate the health status of cables in serv-ice,the correlation between the mechanical property degradation of corroded cables and the tensile acoustic emission(AE)characteristics is studied.Four corrosion degrees of high-strength steel wires and cables are fabricated by neutral salt spray corrosion,and the static tensile tests of corroded high-strength steel wires and model cables are conducted.The calculation method of cable carrying capacity considering the influence of corrosion and cable-making technology is proposed and verified by comparison with the measured value,and the process of tensile fracture is monitored by AE technology.The results show that the measured value,and calculated value of carrying capacity are in good agreement with each other,and the maximum relative error is only 5.8%.With the increase of corrosion degree,the ductility property of the model cable decreases more significantly than the carrying capacity.The AE energy generated by broken wire is the largest,and the peak frequency of broken wire is maintained at about 75 kHz.Due to the degradation of ductility property of corro-ded steel wires,the counts and duration of broken wire increase with the increase of corrosion degree.

bridge engineeringcablecorrosionmechanical properties degradationacoustic emission

万嗣鹏、方泽锋、周海俊、宋神友、陈炳耀、鲁立涛

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深圳大学极端环境绿色长寿道路工程全国重点实验室,深圳 518060

深圳大学广东省滨海土木工程耐久性重点实验室,深圳 518060

东南大学中国-巴基斯坦重大基础设施智慧防灾"一带一路"联合实验室,南京 211189

深中通道管理中心,中山 528400

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桥梁工程 拉索 锈蚀 力学性能退化 声发射

国家自然科学基金联合基金资助项目

U2005216

2024

东南大学学报(自然科学版)
东南大学

东南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.989
ISSN:1001-0505
年,卷(期):2024.54(3)