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Integrated approach for post-fire reinforced concrete structures assessment

机译:火灾后钢筋混凝土结构评估的综合方法

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摘要

In order to assess decay in the mechanical characteristics of re-exposed Reinforced Concrete (RC), it is crucial to recon- struct the temperature time history and the evolution of strain and stress elds. In this paper, the state of the art of assessment methods is presented and applied to a real structure damaged by re. It is a prestressed RC industrial warehouse located in the outskirts of the city of Cagliari (Italy). The collected data of several assessment methods are presented in order to produce the owchart of an integrated approach for post- re investi- gation. Among the various techniques, the authors highlight a thorough laser scanner geometric survey and destructive and non-destructive testing. In addition, the temperature distribu- tion and its time history has been reconstructed by means of optical and Scanning Electron Microscopy, X-ray diffractom- etry, Thermogravimetric Differential Thermo-Analysis and calibrated Colorimetry. Actually, refurbishment is needed, but the structure withstood the re very well. Central columns displayed the most impor- tant damage, and several beams presented important de ec- tions having lost the prestressing actions of the tendons.
机译:为了评估重新暴露的钢筋混凝土(RC)的机械特性的衰减,重建温度时间历史以及应变和应力场的演变至关重要。本文介绍了评估方法的最新水平,并将其应用于受re破坏的真实结构。它是位于卡利亚里(意大利)郊区的预应力RC工业仓库。提出了几种评估方法的收集数据,以产生用于后期研究的综合方法的流程图。在各种技术中,作者强调了彻底的激光扫描仪几何测量以及破坏性和非破坏性测试。此外,还通过光学和扫描电子显微镜,X射线衍射,热重差示热分析和校正比色法重建了温度分布及其时间历史。实际上,需要翻新,但结构能很好地承受住。中心柱显示出最重要的损坏,几根梁显示出重要的方向,失去了钢筋束的预应力作用。

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