首页> 外文期刊>Railway Track and Structures >Fatigue considerations for the welded steel bridge girders at FAST
【24h】

Fatigue considerations for the welded steel bridge girders at FAST

机译:FAST焊接钢桥大梁的疲劳考虑

获取原文
获取原文并翻译 | 示例
       

摘要

The welded steel bridge at the Facility for Accelerated Service Testing has been in service since 1997. With regular monitoring and inspections, the steel bridge continues in service, having accumulated more than 1,800 million gross tons of heavy-axle-load traffic and more than 11 million load cycles. In addition to providing fatigue test results, this bridge provides for evaluation of various repair methods and evaluation of potential technologies for enhanced inspection and condition monitoring. Numerous cracks in the steel bridge at FAST became visible in 1997-1998. Cracks have continued to initiate, often in different areas of the bridge, as indicated in Figure 1. The one common factor is that all of the cracks appear to have initiated at or near a welded connection. This article provides an update to a series of previous progress reports on the fatigue cracks in this bridge.
机译:自1997年以来,加速服务测试设施中的焊接钢桥一直在服役。通过定期的监测和检查,钢桥一直在服役,已累积了超过18亿总吨的重轴载荷流量和11多个总重一百万次加载周期。除提供疲劳测试结果外,该桥还提供各种维修方法的评估以及增强检查和状态监控的潜在技术的评估。在1997-1998年间,FAST的钢桥出现了许多裂缝。如图1所示,裂纹通常在桥梁的不同区域继续产生。一个共同的因素是,所有裂纹似乎都是在焊接连接处或附近产生的。本文提供了有关此桥疲劳裂纹的一系列先前进度报告的更新。

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