钢筋混凝土梁在冲击荷载作用下的整体响应和局部响应的相似律

IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL
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引用次数: 0

摘要

在处理钢筋混凝土大型结构冲击的比例模型实验中,应变速率硬化效应会导致原型和模型的动态响应之间存在显著差异。本研究通过调整冲击速度来解决这一棘手问题。根据不同动态响应的机理,通过白金汉Π定理考虑材料的应变速率效应,提出了钢筋混凝土梁在冲击荷载作用下的全局和局部响应相似律,其中采用了不同材料的构成模型来推断动态应力。在尺寸分析中,由于钢筋混凝土构件是典型的复合结构,因此需要同时考虑多个控制因素,如钢筋和混凝土的应变速率效应。在考虑多个控制因素时,相似律无法统一。有鉴于此,建议通过相似律的上界和下界来估算钢筋混凝土构件在冲击荷载作用下的动态响应。相似律的上界基于混凝土的应变率效应,而相似律的下界基于钢筋的应变率效应。基于实验背景建立了钢筋混凝土梁的数值模型。不同比例系数的数值模拟结果表明,按相似律下限修正的模型能更好地预测原型的整体响应,而按相似律上限修正的模型能更准确地预测原型的局部响应。此外,还通过对比分析讨论了钢筋混凝土动态弹性模量对相似律的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Similarity law of global and local responses of reinforced concrete beams subjected to impact loading

In the experiment of scaled models to dealing with the impact of reinforced concrete large structures, the strain rate hardening effect can lead to significant differences between the dynamic responses of prototype and model. In the present study, this thorny problem is solved by adjusting the impact velocity. Based on the mechanisms of different dynamic responses, the similarity laws for the global and local responses of reinforced concrete beams subjected to impact loading are proposed by considering the strain-rate effect of materials through Buckingham Π-theorem, where constitutive models of different materials are employed for inferring dynamic stress. In dimensional analysis, multiple control factors need to be considered simultaneously, such as the strain-rate effects of steel and concrete, since reinforced concrete components are typical composite structures. The similarity law cannot be unified when considering multiple control factors. In view of this, it is recommended to estimate the dynamic response of reinforced concrete components subjected to impact loading through the upper and lower bounds of similarity law. The upper bound of similarity law is based on the strain-rate effect of concrete, while the lower bound of similarity law is based on the strain-rate effect of steel bar. The numerical models of reinforced concrete beams are established based on the experimental background. The numerical simulations with different scaling factors indicate that the model modified by the lower bound of similarity law can better predict the global response of prototype, while the model modified by the upper bound of similarity law can more accurately predict the local response of prototype. In addition, the influence of dynamic elastic modulus of reinforced concrete on the similarity law is discussed through comparative analysis.

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来源期刊
International Journal of Impact Engineering
International Journal of Impact Engineering 工程技术-工程:机械
CiteScore
8.70
自引率
13.70%
发文量
241
审稿时长
52 days
期刊介绍: The International Journal of Impact Engineering, established in 1983 publishes original research findings related to the response of structures, components and materials subjected to impact, blast and high-rate loading. Areas relevant to the journal encompass the following general topics and those associated with them: -Behaviour and failure of structures and materials under impact and blast loading -Systems for protection and absorption of impact and blast loading -Terminal ballistics -Dynamic behaviour and failure of materials including plasticity and fracture -Stress waves -Structural crashworthiness -High-rate mechanical and forming processes -Impact, blast and high-rate loading/measurement techniques and their applications
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