FRCcalc - Software for design of fiber reinforced concrete elements according to MC2010 recommendations

T. Valente, Joaquim Barros, Lúcio Lourenço
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Abstract

A new software, denominated FRCcalc , was developed for the analysis and design of fiber reinforced concrete (FRC) members based on the recommendations and design guidelines of MC2010. The software is guided for the analysis of FRC cross-sections with and without conventional steel reinforcements, submitted to bending and shear, in order to assess the ultimate and serviceability limit state safety verifications of structural members. A main feature of the software is the possibility to run a comparative analysis between FRC and reinforced concrete (RC) cross-sections from the technical aspects. Two examples of the analysis of FRC and RC cross-sections using FRCcalc are presented, having been explored the use of fiber reinforcement in members for increased structural performance and as a total or partial replacement of conventional steel reinforcement. Additionally, in order to appraise FRCcalc accuracy to evaluate the flexural response of FRC and RC cross-sections, a comparison with the results obtained with DOCROS software is presented, being DOCROS based on a layered model capable of attributing to each layer an aimed constitutive model, therefore adequate to predict the moment-curvature of cross sections composed of several types of cement, metallic and polymer materials.
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FRCcalc -根据MC2010建议设计纤维增强混凝土构件的软件
基于MC2010的建议和设计指南,开发了一种名为FRCcalc的新软件,用于分析和设计纤维增强混凝土(FRC)构件。该软件用于分析有和没有常规钢筋加固的FRC截面,提交弯曲和剪切,以评估结构构件的极限和使用极限状态安全验证。该软件的一个主要特点是可以从技术方面对FRC和钢筋混凝土(RC)的截面进行比较分析。本文提出了两个使用FRCcalc对FRC和RC截面进行分析的例子,探讨了在构件中使用纤维增强以提高结构性能,并作为传统钢筋的全部或部分替代。此外,为了评估FRCcalc用于评估FRC和RC截面抗弯响应的准确性,本文将其与DOCROS软件得到的结果进行了比较,因为DOCROS基于分层模型,能够为每一层赋予目标本构模型,因此足以预测几种类型的水泥,金属和聚合物材料组成的截面的弯矩曲率。
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Practical considerations on the application of the recent SIA 2052 guidelines on testing of Ultra-high-performance fiberreinforced concrete FRCcalc - Software for design of fiber reinforced concrete elements according to MC2010 recommendations An experimental investigation on the post-cracking behaviour of Recycled Steel Fibre Reinforced Concrete Segmental Lining Design using Macro Synthetic Reinforcement
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