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Evaluation of effects of fire on the I-465 mainlines bridges.

机译:评估I-465主线桥梁的火势。

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摘要

On October 22, 2009 in Indianapolis, IN a semi tanker carrying liquefied propane lost control on the underpass from I-69 southbound to I-465 eastbound, crashing beneath the east and westbound bridges carrying mainline I-465 traffic. The tanker rolled, causing the tractor to catch fire and the propane tanker to explode. There were concerns the steel superstructure and the high-strength (HS) bolts used in the beam splices were affected by the fire. Also, since the bridge deck was built composite with the steel superstructure, there were concerns the composite action might have been lost or diminished causing the bridge to not behave as it was originally designed. Therefore, the study was focused on identifying any short-term or long-term effects the bridge may have sustained due to the fire exposure. To address the short-term effects, immediately after the accident, several core samples and HS bolts were removed and sent to independent testing laboratories. To establish any long-term effects, field testing was performed over a period of approximately four (4) months. Weldable resistance strain gages were installed at key locations to understand the behavior of the bridge under load and to develop the stress-range histograms. Both controlled load tests, using test trucks of known weight and geometry, and long-term monitoring of random traffic were performed as part of the study.;The results presented in this report show the following: · The explosion and subsequent fire did not negatively impact the properties of the steel in the main girders, nor the properties of the HS bolts. · The explosion and subsequent fire did not negatively impact the overall load distribution nor adversely alter the behavior of the bridge. · Controlled load testing and long-term monitoring confirmed the steel girders are acting compositely with the concrete deck. · Based on the results of the long-term monitoring, infinite fatigue life is expected at all the monitored locations.
机译:2009年10月22日,在印第安纳波利斯,一辆载有液化丙烷的半油轮在I-69南行至I-465东行的地下通道失控,坠毁在载有I-465主干线的东西桥之间。油轮滚动,导致拖拉机着火,丙烷油轮爆炸。人们担心钢的上部结构和梁接头中​​使用的高强度(HS)螺栓会受到火灾的影响。另外,由于桥面是由钢制上部结构组成的复合材料,因此人们担心这种复合材料的作用可能会丢失或减弱,从而导致桥梁的性能无法达到其最初设计的目的。因此,该研究的重点是确定桥梁因火灾而可能遭受的短期或长期影响。为了解决短期影响,事故发生后,立即移除了几个岩心样本和HS螺栓,并送至独立的测试实验室。为了确定长期影响,在大约四(4)个月的时间内进行了现场测试。在关键位置安装了可焊接的电阻应变计,以了解桥梁在负载下的行为并绘制应力范围直方图。这项研究的一部分是使用已知重量和几何形状的测试卡车进行的受控载荷测试,以及对随机交通的长期监视。;本报告中呈现的结果表明:·爆炸和随后的起火没有负面影响会影响主梁中钢的性能,也不会影响HS螺栓的性能。 ·爆炸和随后的火灾不会对总体载荷分布造成负面影响,也不会不利地改变桥梁的性能。 ·受控的载荷测试和长期监控确认了钢梁与混凝土面板共同起作用。 ·根据长期监测的结果,在所有监测的位置都可以预期得到无限的疲劳寿命。

著录项

  • 作者

    Marcu, Sorin.;

  • 作者单位

    Purdue University.;

  • 授予单位 Purdue University.;
  • 学科 Engineering Civil.
  • 学位 M.S.C.E.
  • 年度 2011
  • 页码 162 p.
  • 总页数 162
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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