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Identification of mechanical and fracture properties of self-compacting concrete beams with different types of steel fibres using inverse analysis

机译:逆分析法识别不同类型钢纤维自密实混凝土梁的力学和断裂性能

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摘要

The application of self-compacting concrete has found wide use in practice. However, its application is often limited by lack of knowledge on material parameters gained from laboratory tests, which results in difficulties in the design of progressive building structures and buildings where non-linear finite element analysis should be used. The submitted paper presents results of identification of mechanical and fracture properties of selected self-compacting concrete beams applicable for non-linear finite element analyses. A procedure dealing with the determination of mechanical and fracture properties from an extensive series of tests on notched beams is also presented. The studied material is a high-performance concrete reinforced with two types and three volume ratios of steel fibres. An inverse analysis in combination with a multi-criterial analysis is used for evaluation of fracture-mechanical characteristics. (C) 2017 Elsevier Ltd. All rights reserved.
机译:自密实混凝土的应用已在实践中得到广泛应用。但是,由于缺乏对从实验室测试中获得的材料参数的了解,因此其应用受到了限制,这导致在设计渐进式建筑结构和应使用非线性有限元分析的建筑物时遇到了困难。提交的论文介绍了适用于非线性有限元分析的选定自密实混凝土梁的力学性能和断裂性能的鉴定结果。还介绍了一种通过对带切口的梁进行大量测试来确定力学性能和断裂性能的方法。被研究的材料是一种高性能的混凝土,由两种类型和三种体积比的钢纤维增强。逆分析与多准则分析相结合可用于评估断裂力学特性。 (C)2017 Elsevier Ltd.保留所有权利。

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