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contributor authorZekun Fan
contributor authorTong Guo
contributor authorYongsheng Song
contributor authorZhaolei Zhang
contributor authorLi Zhang
date accessioned2024-04-27T22:25:42Z
date available2024-04-27T22:25:42Z
date issued2024/02/01
identifier other10.1061-JPCFEV.CFENG-4465.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296631
description abstractFire accidents often pose severe threats to the safety of steel bridges. This paper presents the numerical study of the Runyang Suspension Bridge (RSB) fire accident with an emphasis on its in-fire thermal effect on the hangers. This fire accident was caused by the collision of two heavy-goods vehicles (HGVs) on March 4, 2017, and lasted for 1.5 h. Based on the simulated temperature, the structural safety of four burned hangers during and after the fire accident was evaluated and compared. In general, the simulation results are consistent with the actual situation, and the evidence for the replacement of the hangers is sufficient. The influence of wind parameters and cooling actions on the hanger safety is also discussed. It is found that the wind parameters affect the directions and tilts of the flame, so that the highest temperature and the corresponding height are influenced accordingly. Also, the efficiency of the water-cooling method is influenced by the intervention time of fire engines. If water spraying is conducted within 30 min from fire initiation, the safety of the hangers during and after the fire could be improved, as compared with air cooling.
publisherASCE
titleIn-Fire and Postfire Safety Evaluation of Hangers of a Long-Span Suspension Bridge in a Truck Fire Accident
typeJournal Article
journal volume38
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/JPCFEV.CFENG-4465
journal fristpage04023067-1
journal lastpage04023067-14
page14
treeJournal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 001
contenttypeFulltext


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