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首页> 外文期刊>Cement & concrete composites >Autogenous healing on the recovery of mechanical performance of High Performance Fibre Reinforced Cementitious Composites (HPFRCCs): Part 2-Correlation between healing of mechanical performance and crack sealing
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Autogenous healing on the recovery of mechanical performance of High Performance Fibre Reinforced Cementitious Composites (HPFRCCs): Part 2-Correlation between healing of mechanical performance and crack sealing

机译:高性能纤维增强水泥基复合材料(HPFRCC)机械性能恢复的自体愈合:第2部分:机械性能恢复与裂缝密封之间的关系

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摘要

This paper is the second part of a companion paper study focused on the autogenous self-healing capacity of High Performance Fibre Reinforced Cementitious Composites (HPFRCCs). In part 1 investigation has focused on the capacity of the material to completely or partially re-seal the cracks, as a function of its composition, maximum crack width and exposure conditions. Different flow induced alignment of fibres, with respect to the applied bending stresses have been also considered. The outcomes of the self healing phenomenon, have been analyzed in terms of recovery of stiffness, strength and ductility, as measured by means of 4-point bending tests, performed before (pre-cracking) and after the conditioning exposure. In a durability-based design framework, self-healing indices quantifying the recovery of mechanical properties were also defined and their significance cross-checked. In this paper the crack closure will be evaluated, both through visual image analysis of the healed cracks as well as through a tailored indirect method, proposed by the first authors in a previous study. This method is based on the comparative analysis of the damage evolution curves built for both the pre-cracked and the healed stages from the evaluation of the flexural stiffness. Recovery of mechanical properties will hence be correlated to the identified amount of crack closure. In the authors' opinion, this step represents a fundamental contribution in order to reliably and consistently incorporate the effects of self-healing into tailored durability-based design approaches, based, e.g., on a "healable" crack width threshold concept. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文是有关伴侣论文研究的第二部分,该论文的重点是高性能纤维增强水泥基复合材料(HPFRCC)的自生自愈能力。在第1部分中,研究集中于材料完全或部分重新密封裂纹的能力,这取决于其成分,最大裂纹宽度和暴露条件。相对于所施加的弯曲应力,还考虑了不同的流动引起的纤维排列。自我修复现象的结果已在刚度,强度和延展性的恢复方面进行了分析,可以通过四点弯曲试验(在开裂之前和之后)进行四点弯曲测试来测量。在基于耐用性的设计框架中,还定义了量化机械性能恢复的自愈指数,并对其有效性进行了交叉检查。在本文中,将通过可视化的已愈合裂缝图像分析以及通过第一批作者在先前研究中提出的定制间接方法来评估裂缝闭合性。该方法基于对通过弯曲刚度评估为预裂和修复阶段建立的损伤演化曲线的比较分析。因此,机械性能的恢复将与确定的裂纹闭合量相关。在作者看来,该步骤代表了基本的贡献,目的是例如基于“可修复的”裂缝宽度阈值概念,将自修复的影响可靠且始终如一地纳入基于量身定制的耐用性设计方法中。 (C)2016 Elsevier Ltd.保留所有权利。

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