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首页> 外文期刊>Journal of JSCE >FAILURE ANALYSIS OF THE HANGER CLAMPS OF THE KUTAI-KARTANEGARA BRIDGE FROM THE FRACTURE MECHANICS VIEWPOINT
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FAILURE ANALYSIS OF THE HANGER CLAMPS OF THE KUTAI-KARTANEGARA BRIDGE FROM THE FRACTURE MECHANICS VIEWPOINT

机译:从断裂力学的观点分析库塔-卡塔尼加拉桥的悬臂梁断裂

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摘要

On November 26, 2011, the Kutai-Kartanegara Suspension Bridge in Indonesia collapsed. The collapse was triggered by failure of the clamp of cable band that connects the hanger with the main cable in the middle of the centerspan. The national investigation team report cited the failure as a result of stress accumulation on the clamps that have been weakened by fatigue, initial fracture and corrosion. In this paper, we investigated in more detail the possibility of shear brittle fracture of the clamp's pin from the viewpoint of linear fracture mechanics by utilizing the measured Charpy absorbed energy. Several possible scenarios of defect sizes and combined stress conditions were assumed. The analysis shows that the shear brittle fracture could occur even under low shear stress level when several unfavorable conditions occur simultaneously.
机译:2011年11月26日,印度尼西亚的Kutai-Kartanegara吊桥坍塌。崩溃是由将吊架与中心跨度中部的主电缆连接的电缆束带的夹具故障引起的。国家调查小组的报告指出,这种故障是由于夹具上的应力积累而导致的,疲劳,初期断裂和腐蚀削弱了应力。在本文中,我们通过利用测得的夏比吸收能,从线性断裂力学的角度更详细地研究了夹具销的剪切脆性断裂的可能性。假设了几种可能的缺陷尺寸和组合应力条件。分析表明,当几种不利条件同时发生时,即使在低剪切应力水平下,剪切脆性断裂也可能发生。

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