Yanyan Li , Dihua Oyang , Mengyao Song , Hongxing Shi
{"title":"The response characteristics and damage effects of large LNG storage tanks subject to the coupled effects of explosion shock waves and fire","authors":"Yanyan Li , Dihua Oyang , Mengyao Song , Hongxing Shi","doi":"10.1016/j.ngib.2024.05.004","DOIUrl":null,"url":null,"abstract":"<div><p>As the demand and import of liquefied natural gas (LNG) increase, large LNG receiving stations are being constructed. LNG leakage can lead to fire or explosion accidents. The simultaneous occurrence of explosions and fires, often inevitable, is more damaging than the effect of a single load. This study utilizes finite element analysis software LS-DYNA and the ALE algorithm to examine the response characteristics and damage effects on large LNG storage tanks under the combined impact of explosion shock waves and high-temperature loads (with the explosion preceding the fire). The findings indicate that post-explosion, the concrete outer tank's compressive strength diminishes as temperatures rise. The dome deflection of the storage tank's external tank surpasses the standard limit at 400 °C and fails at 600 °C. This research identifies the critical failure mode of the concrete storage tank's outer tank under the joint impact of explosion shock waves and fire. It provides a foundation for the anti-explosion design of such storage tanks.</p></div>","PeriodicalId":37116,"journal":{"name":"Natural Gas Industry B","volume":null,"pages":null},"PeriodicalIF":4.2000,"publicationDate":"2024-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2352854024000378/pdfft?md5=a18ccefae75a17120dd22b2ca0523b6d&pid=1-s2.0-S2352854024000378-main.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Natural Gas Industry B","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352854024000378","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
引用次数: 0
Abstract
As the demand and import of liquefied natural gas (LNG) increase, large LNG receiving stations are being constructed. LNG leakage can lead to fire or explosion accidents. The simultaneous occurrence of explosions and fires, often inevitable, is more damaging than the effect of a single load. This study utilizes finite element analysis software LS-DYNA and the ALE algorithm to examine the response characteristics and damage effects on large LNG storage tanks under the combined impact of explosion shock waves and high-temperature loads (with the explosion preceding the fire). The findings indicate that post-explosion, the concrete outer tank's compressive strength diminishes as temperatures rise. The dome deflection of the storage tank's external tank surpasses the standard limit at 400 °C and fails at 600 °C. This research identifies the critical failure mode of the concrete storage tank's outer tank under the joint impact of explosion shock waves and fire. It provides a foundation for the anti-explosion design of such storage tanks.
随着液化天然气(LNG)需求和进口的增加,大型 LNG 接收站也在不断兴建。液化天然气泄漏可能导致火灾或爆炸事故。爆炸和火灾的同时发生往往不可避免,其破坏性比单一负载的影响更大。本研究利用有限元分析软件 LS-DYNA 和 ALE 算法,研究了大型液化天然气储罐在爆炸冲击波和高温载荷(爆炸先于火灾发生)共同作用下的响应特性和损坏效果。研究结果表明,爆炸后,混凝土外罐的抗压强度会随着温度的升高而降低。储罐外罐的圆顶挠度在 400 °C 时超过标准限值,在 600 °C 时失效。这项研究确定了混凝土储罐外罐在爆炸冲击波和火灾共同影响下的关键失效模式。它为此类储罐的防爆设计奠定了基础。