Computational fluid dynamics -informed virtual safety assessment of steel-framed structure with fire-induced ductile failure

IF 11 1区 工程技术 Q1 ENGINEERING, INDUSTRIAL Reliability Engineering & System Safety Pub Date : 2025-06-01 Epub Date: 2025-02-15 DOI:10.1016/j.ress.2025.110918
Zhiyi Shi , Yuan Feng , Temitope Egbelakin , Chengwei Yang , Wei Gao
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Abstract

This paper proposes a Computational Fluid Dynamics-Informed (CI) Virtual Safety Assessment (VSA) framework for predicting the time-dependent ductile failure of steel-framed buildings during fire incidents. By incorporating a CI-based physical model, the spatiotemporally nonlinear temperature field in real fire scenarios can be reproduced and used as thermal boundary conditions for sequential thermal-elastoplastic analysis, enabling the assessment of fire-induced structural responses. Additionally, non-deterministic material properties caused by manufacturing imperfections are considered to analyze their impacts on uncertain high-temperature structural ductile deformation. To achieve rapid assessment, a Virtual Modeling (VM) technique is introduced to capture the nonlinear relationship between physical input parameters and corresponding structural responses. The proposed CI-VSA framework is applied to two real steel structures, a steel-framed factory and a transmission tower, to verify its efficiency and accuracy. The results demonstrate that, compared to traditional simulation-based prediction methods, the proposed CI-VSA framework reduces computational resource consumption by 99% and achieves highly accurate predictions for most sample points, with relative errors below 1%, under a training sample size of 1,000. In practice, the CI-VSA framework enables continuous prediction of spatiotemporal structural responses through the analysis of fire-thermal-structural interactions, achieves real-time updates of structural safety statuses, and ultimately provides early-stage safety warnings.
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基于计算流体力学的火灾延性破坏钢架结构虚拟安全评估
本文提出了一种基于计算流体力学(CI)的虚拟安全评估(VSA)框架,用于预测钢结构建筑在火灾中随时间变化的延性破坏。通过结合基于ci的物理模型,可以再现真实火灾场景下的时空非线性温度场,并将其用作连续热弹塑性分析的热边界条件,从而能够评估火灾引起的结构响应。此外,考虑了制造缺陷引起的不确定性材料性能,分析了它们对不确定高温结构塑性变形的影响。为了实现快速评估,引入虚拟建模技术来捕捉物理输入参数与相应结构响应之间的非线性关系。将本文提出的CI-VSA框架应用于两个实际钢结构,一个钢框架厂房和一个输电塔,验证了其效率和准确性。结果表明,与传统的基于仿真的预测方法相比,本文提出的CI-VSA框架减少了99%的计算资源消耗,并且在训练样本量为1000的情况下,对大多数样本点实现了高度准确的预测,相对误差低于1%。在实际应用中,CI-VSA框架可以通过分析火-热-结构相互作用,实现对结构时空响应的连续预测,实现结构安全状态的实时更新,最终提供早期安全预警。
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来源期刊
Reliability Engineering & System Safety
Reliability Engineering & System Safety 管理科学-工程:工业
CiteScore
15.20
自引率
39.50%
发文量
621
审稿时长
67 days
期刊介绍: Elsevier publishes Reliability Engineering & System Safety in association with the European Safety and Reliability Association and the Safety Engineering and Risk Analysis Division. The international journal is devoted to developing and applying methods to enhance the safety and reliability of complex technological systems, like nuclear power plants, chemical plants, hazardous waste facilities, space systems, offshore and maritime systems, transportation systems, constructed infrastructure, and manufacturing plants. The journal normally publishes only articles that involve the analysis of substantive problems related to the reliability of complex systems or present techniques and/or theoretical results that have a discernable relationship to the solution of such problems. An important aim is to balance academic material and practical applications.
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