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某重油罐区机柜间和外操间抗爆改造结构计算分析

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针对某重油罐区机柜间和外操间采取的抗爆改造方案,使用ABAQUS有限元软件进行仿真模拟,对建筑物爆炸荷载作用下结构有限元弹塑性进行时程分析。对建筑物各面墙体、屋面的爆炸变形下支座转角、相应基础承载力、抗倾覆、抗滑移等相关性能指标进行验算,其中,墙体的最大转角为0。13°,屋面位移最大转角为 0。26°,基底最大压力Pmax≤2×fa,基底最小压力Pmin>0,M抗力>M倾覆,F抗力>F滑移。结果表明,经过改造处理后的建筑物结构安全性能满足现行国家规范的要求,可根据所采用的改造方案对建筑物进行相应抗爆加固。
Calculation and Analysis of Anti-explosion Renovation Structure for Cabinet Room and External Operation Room in a Certain Heavy Oil Tank Area
An anti-explosion renovation plan was a-dopted for the cabinet room and external operation room of a heavy oil tank area,and simulated using ABAQUS finite element software to analyze the struc-tural finite element elastic-plastic time history under the action of building explosion loads.The perform-ance indicators such as support rotation angle,corre-sponding foundation bearing capacity,anti-overtur-ning,and anti-sliding under explosive deformation of walls and roofs on all sides of the building were cal-culated.Among them,the maximum rotation angle of the wall was 0.13°,the maximum displacement angle of the roof was 0.26°,the maximum pressure of the foundation Pmax≤2×fa,the minimum pressure of the foundation Pmin>0,Mresistance>Moverturning,and Fresistance>Fsliding.The results showed that the safety perform-ance of the building structure after renovation met the requirements of current national standards,and the building can be reinforced with corresponding blast resistance according to the adopted renovation plan.

Anti-explosion designtransformation schemesimulationelasto-plastic analysisperform-ance index verification

徐士平

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中国石油化工股份有限公司齐鲁分公司,山东淄博 255400

抗爆设计 改造方案 仿真模拟 弹塑性分析 结构计算

2024

安全、健康和环境
中国石油化工股份公司青岛安全工程研究院

安全、健康和环境

影响因子:0.334
ISSN:1672-7932
年,卷(期):2024.24(7)
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