首页> 外文会议>NDE/NDT for Highways and Bridges >Post-Tensioned Tendon Inspection and Structural Health Monitoring
【24h】

Post-Tensioned Tendon Inspection and Structural Health Monitoring

机译:后巡回腱检验和结构健康监测

获取原文

摘要

A recent discovery of chloride contaminated grout in P-T tendons has lead to a heighten awareness of pending tendon failure. Tendons have failed on several U.S. bridges and in Europe, some only 7 and 15 years old. In the UK corroding internal tendons have closed a major bridge in London. In Virginia and Texas tendons have broken. In-service P-T tendons inspection methods are still not well known to DOTs. Tendons were designed to be maintenance free, but by this same virtue they are also difficult to inspect since the steel tendon is inaccessible because of grout and being encased in metal or plastic and sometimes buried in concrete. Common problems associated with tendon failures are corrosion from chlorides or other contaminates, voids and wire breaks. Coring the tendon for grout samples violates the integrity of what may have been a good tendon and then makes it susceptible to future failure. Our NDT and SHM (structural health monitoring) experience in research and field inspection presented us with access to more than >3,000 NDE experts. After surveying these experts around the world our scientists and engineers found several ideal technologies and some with field experience for these applications. Methods that were discussed as possible solutions for P-T tendon inspection were ultrasonics, phased array ultrasonics, radiography, computed digital radiography, ground penetrating radar, magnetic particle, magnetic flux leakage, eddy current, electromagnetic, vibration and strain gages, impact echo, acoustic emission and infrared thermography. Magnetic flux leakage has shown promise for metals loss and have been published by University of Wisconsin. We investigated five other methods/technologies. This paper discusses five noninvasive technologies for P-T tendon inspection and monitoring.
机译:最近在P-T肌腱中发现氯化物污染的灌浆,导致待定肌腱衰竭的提高意识。斯托斯队在几个美国桥梁和欧洲失败了,只有7岁和15岁。在英国,腐蚀内部肌腱已经关闭了伦敦的一个主要桥梁。在弗吉尼亚州和德克萨斯斯特斯斯索已经破裂。在役P-T肌腱检测方法仍然没有众所周知的点。肌腱被设计为免维护,但是通过这种情况,由于钢肌腱由于灌浆并且被包裹在金属或塑料中并且有时被埋在混凝土中,因此钢筋肌腱也难以检查。与肌腱故障相关的常见问题是来自氯化物或其他污染物,空隙和钢丝断裂的腐蚀。对灌浆样本的肌腱肌腱违反了可能是一个好肌腱的完整性,然后使其变得易于对未来的失败。我们的NDT和SHM(结构健康监测)在研究和田间检查方面的经验展示了我们获得超过3,000名NDE专家的访问。在全世界调查这些专家后,我们的科学家和工程师发现了几种理想的技术和一些用于这些应用的现场经验。作为PT腱检测的可能解决方案讨论的方法是超声波,相控阵超声波,射线照相,计算的数字射线照相,地面穿透雷达,磁性粒子,磁通量泄漏,涡流,电磁,振动和应变计,冲击回波,声发射和红外热成像。磁通泄漏显示了金属损失的承诺,并已由威斯康星大学出版。我们调查了其他五种方法/技术。本文讨论了P-T肌腱检查和监测的五种非侵入性技术。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号