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首页> 外文期刊>Cement & concrete composites >Behaviour of Strain-hardening Cement-based Composites (SHCC) under monotonic and cyclic tensile loading Part 1 – Experimental investigations
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Behaviour of Strain-hardening Cement-based Composites (SHCC) under monotonic and cyclic tensile loading Part 1 – Experimental investigations

机译:应变硬化水泥基复合材料(SHCC)在单调和循环拉伸载荷下的行为第1部分–实验研究

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摘要

This first part of the project at hand presents the results of experiments performed on a Strain-hardening Cement-based Composite (SHCC) in order to investigate the specific behaviour of such materials under monotonic and cyclic tensile loading. The testing programme included uniaxial tension tests on dumbbell specimens, tension tests on single fibres, single-fibre pullout tests, and optical investigations. All mechanical tests were performed under deformation-controlled loading regime. Optical investigations of the SHCC microstructure provided detailed insights into the failure mechanisms observed in the mechanical tests. The results obtained can serve as a reliable basis for the development of corresponding constitutive relationships relevant to SHCC. Since the modelling to be presented in the second part of this paper is based on a multi-scale approach, the experimental results are discussed in particular with respect to the identification and description of the determinant physical phenomena influencing material performance at different levels of observation.
机译:该项目的第一部分介绍了在应变硬化水泥基复合材料(SHCC)上进行的实验结果,以研究此类材料在单调和循环拉伸载荷下的特定行为。测试程序包括哑铃样本的单轴拉伸测试,单根纤维的拉伸测试,单根纤维拉拔测试以及光学检查。所有机械测试均在变形控制的载荷下进行。 SHCC微观结构的光学研究提供了对机械测试中观察到的失效机理的详细见解。获得的结果可作为开发与SHCC相关的相应本构关系的可靠基础。由于将在本文第二部分中介绍的建模基于多尺度方法,因此,在确定和描述影响不同观察水平材料性能的决定性物理现象方面,将讨论实验结果。

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