Chengquan Wang , Tengfang Dong , Xinquan Wang , Weiwei Zhang , Xiao Li , Hongguo Diao , Yukai Fang
{"title":"火灾条件下钢管混凝土柱的爆炸动力响应","authors":"Chengquan Wang , Tengfang Dong , Xinquan Wang , Weiwei Zhang , Xiao Li , Hongguo Diao , Yukai Fang","doi":"10.1016/j.dibe.2025.100739","DOIUrl":null,"url":null,"abstract":"<div><div>This study advances the structural analysis of building performance under the multi-hazard scenario of fire followed by an explosion. Using validated numerical simulations, the dynamic response of steel-reinforced concrete-filled steel tubular (SRCFST) columns is assessed. A parametric analysis investigated the influence of fire duration, axial compression ratio, scaled distance, and explosion angle to enhance system safety and reliability. Results show prolonged fire severely degrades column stiffness. An axial compression ratio below 0.2 is beneficial, but ratios of 0.5 or higher lead to failure. Scaled distances of 0.22 m/kg<sup>1/3</sup> or less cause critical damage. Larger explosion angles (approaching 45°) improve blast resistance. These findings provide critical data for the design of safer, more resilient structures in the built environment, contributing to building sustainability and safety.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"23 ","pages":"Article 100739"},"PeriodicalIF":8.2000,"publicationDate":"2025-08-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Explosive dynamic response of steel-reinforced concrete-filled steel tubular columns under fire conditions\",\"authors\":\"Chengquan Wang , Tengfang Dong , Xinquan Wang , Weiwei Zhang , Xiao Li , Hongguo Diao , Yukai Fang\",\"doi\":\"10.1016/j.dibe.2025.100739\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study advances the structural analysis of building performance under the multi-hazard scenario of fire followed by an explosion. Using validated numerical simulations, the dynamic response of steel-reinforced concrete-filled steel tubular (SRCFST) columns is assessed. A parametric analysis investigated the influence of fire duration, axial compression ratio, scaled distance, and explosion angle to enhance system safety and reliability. Results show prolonged fire severely degrades column stiffness. An axial compression ratio below 0.2 is beneficial, but ratios of 0.5 or higher lead to failure. Scaled distances of 0.22 m/kg<sup>1/3</sup> or less cause critical damage. Larger explosion angles (approaching 45°) improve blast resistance. These findings provide critical data for the design of safer, more resilient structures in the built environment, contributing to building sustainability and safety.</div></div>\",\"PeriodicalId\":34137,\"journal\":{\"name\":\"Developments in the Built Environment\",\"volume\":\"23 \",\"pages\":\"Article 100739\"},\"PeriodicalIF\":8.2000,\"publicationDate\":\"2025-08-21\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Developments in the Built Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2666165925001395\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Developments in the Built Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2666165925001395","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Explosive dynamic response of steel-reinforced concrete-filled steel tubular columns under fire conditions
This study advances the structural analysis of building performance under the multi-hazard scenario of fire followed by an explosion. Using validated numerical simulations, the dynamic response of steel-reinforced concrete-filled steel tubular (SRCFST) columns is assessed. A parametric analysis investigated the influence of fire duration, axial compression ratio, scaled distance, and explosion angle to enhance system safety and reliability. Results show prolonged fire severely degrades column stiffness. An axial compression ratio below 0.2 is beneficial, but ratios of 0.5 or higher lead to failure. Scaled distances of 0.22 m/kg1/3 or less cause critical damage. Larger explosion angles (approaching 45°) improve blast resistance. These findings provide critical data for the design of safer, more resilient structures in the built environment, contributing to building sustainability and safety.
期刊介绍:
Developments in the Built Environment (DIBE) is a recently established peer-reviewed gold open access journal, ensuring that all accepted articles are permanently and freely accessible. Focused on civil engineering and the built environment, DIBE publishes original papers and short communications. Encompassing topics such as construction materials and building sustainability, the journal adopts a holistic approach with the aim of benefiting the community.