Dynamic behavior and retrofitting of RC frame building under vehicular bomb explosion

IF 4.4 2区 工程技术 Q1 ENGINEERING, MECHANICAL Engineering Failure Analysis Pub Date : 2023-01-01 DOI:10.1016/j.engfailanal.2022.106925
G.Q. Chen, J.X. Lu, H. Wu
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引用次数: 5

Abstract

Although the terrorist explosion attacks on critical buildings caused by the Vehicle-Borne Improvised Explosive Device (VBIED) are low-probability events, the blast-induced progressive collapse of buildings generally lead to the catastrophic consequences of the events. Through the high-fidelity hybrid finite element (FE) model and numerical simulations, this work aims to get a deep insight into the progressive collapse behavior of high-rise reinforced concrete (RC) frame buildings under blast loadings induced by VBIED, as well as the feasibility of two blast-resistant external retrofitting measures, i.e., fiber reinforced polymer (FRP) and steel plate (SP). Firstly, the applicability of the hybrid FE modelling approach, element types and size, material models and parameters, as well as numerical algorithms, i.e., multi-material Arbitrary Lagrangian-Eulerian (MM-ALE) and Fluid-Structure Interaction (FSI), are fully validated by comparing with the explosion tests on 1/4-scale bare and prototype FRP/SP-retrofitted RC frame structures, respectively. Then, a twelve-story RC frame building is designed following the Chinese regulations, and the corresponding hybrid FE model is established. The failure modes and progressive collapse process of building under the explosions of cargo vans bomb (equivalent TNT of 1814 kg) specified by Federal Emergency Management Agency are numerically examined. Furthermore, the effectiveness of FRP/SP-retrofitted frame columns is assessed quantitatively. It derives that, the SP-retrofitted building is not collapsed for both the scaled distance of 1.0 and 0.55 m/kg1/3; by retrofitting FRP warps, the collapse of entire buildings can be prevented with the scaled distance of 1.0 m/kg1/3, while the progressive collapse of the retrofitted building occurs with a scaled distance of 0.55 m/kg1/3. The present work could provide helpful references for the blast-resistant evaluation, design and retrofitting of the as- and newly-built RC building structures.

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车用炸弹爆炸作用下钢筋混凝土框架结构的动力性能及改造
虽然由车载简易爆炸装置(VBIED)引起的针对关键建筑物的恐怖爆炸袭击是低概率事件,但爆炸引起的建筑物的渐进倒塌通常会导致事件的灾难性后果。通过高保真混合有限元(FE)模型和数值模拟,深入研究了高层钢筋混凝土框架建筑在VBIED爆炸荷载作用下的逐渐倒塌行为,以及纤维增强聚合物(FRP)和钢板(SP)两种抗爆外加固措施的可行性。首先,通过1/4比例尺裸框架结构和FRP/ sp加固原型框架结构的爆炸试验对比,充分验证了混合有限元建模方法、单元类型和尺寸、材料模型和参数以及多材料任意拉格朗日-欧拉(MM-ALE)和流固耦合(FSI)等数值算法的适用性。然后,按照中国规范设计了一栋12层钢筋混凝土框架建筑,并建立了相应的混合有限元模型。对美国联邦紧急事务管理局规定的货车炸弹(当量TNT为1814 kg)爆炸作用下建筑物的破坏模式和逐步倒塌过程进行了数值模拟。此外,还对FRP/ sp加固框架柱的有效性进行了定量评价。由此得出,sp改造后的建筑在1.0和0.55 m/kg1/3的尺度距离下均不发生倒塌;加固加固后,可防止整栋建筑的倒塌,其尺度距离为1.0 m/kg1/3,而加固后的整栋建筑可发生递进式倒塌,尺度距离为0.55 m/kg1/3。本文的工作可为既有和新建钢筋混凝土结构的抗震评价、设计和改造提供有益的参考。
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来源期刊
Engineering Failure Analysis
Engineering Failure Analysis 工程技术-材料科学:表征与测试
CiteScore
7.70
自引率
20.00%
发文量
956
审稿时长
47 days
期刊介绍: Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies. Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials. Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged. Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.
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