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资阳市纵二路隧道内爆炸易损性问题研究

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隧道作为重要的交通基础设施,其在内部爆炸荷载作用下的动力响应特性与易损性问题的研究具有重要的工程意义.针对四川省资阳市临空经济区纵二路双洞隧道,开展了内爆作用下的易损性问题研究.基于Hypermesh前处理软件建立了双洞隧道有限元数值模型,确定隧道内爆后损伤指标并对计算结果进行分析,采用非参数方法绘制双洞隧道易损性曲线.结果表明:炸药当量在 0~1 000 kg范围内,隧道损伤程度主要是轻度破坏;1 000~2 000 kg范围内,隧道内爆后出现中度破坏;2 000~8 000 kg范围内,隧道内爆损伤以重度损伤为主;一旦炸药当量>8 000 kg,隧道损伤达到完全破坏.此外,当炸药当量≯8 000 kg时,双洞隧道完全破坏的概率<25%.
Study on Explosive Vulnerability in Zong'er Road Tunnel,Ziyang City
The study of the dynamic response characteristics and vulnerability of tunnels under internal explosion loads is of significant engineering importance as a crucial component of transportation infrastructure.This paper investigates the vulnerability of the twin-tunnel to internal explosions on Zong'er Road in Linkong Economic Zone of Ziyang City,Sichuan Province.The finite element numerical model of the twin-tunnel is established using Hypermesh pre-processing software.Subsequently,the damage index of the tunnel post-implosion is determined,and the calculated results are analyzed.Finally,the vulnerability curve of the twin-tunnel is constructed utilizing a non-parametric method.The results reveal that the tunnel primarily incurs mild damage within the range of explosive equivalent weight 0~1 000 kg.Between 1 000 and 2 000 kg,the tunnel experiences moderate damage post-implosion.In the range of 2 000~8 000 kg,the tunnel predominantly suffers severe implosion damage.The damage level of the tunnel escalates to complete destruction when the explosive yield exceeds 8 000 kg.Moreover,the probability of complete destruction of the twin-tunnel is less than 25%when the explosive load does not exceed 8 000 kg.

twin-tunnelinternal explosiondynamic responsevulnerability

王丽、李亮、李正鹏、吴俊、顾珑

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北京工业大学 城市与工程安全减灾教育部重点实验室,北京 100124

上海师范大学 土木工程学院,上海 201418

中央军委后勤保障部安置住房保障中心,北京 100036

双洞隧道 内部爆炸 动力响应 易损性

2024

建材技术与应用
山西综合职业技术学院

建材技术与应用

影响因子:0.74
ISSN:1009-9441
年,卷(期):2024.(4)