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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:高效纤维增强水泥复合材料(HPFRCC)机械性能复苏的自身愈合:力学性能愈合与裂纹密封的第2部分相关性

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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:本文是伴随论文研究的第二部分,重点是高性能纤维增强水泥复合材料(HPFRCC)的自恢复自愈能力。在第1部分中,调查专注于材料的能力,以完全或部分地重新密封裂缝,作为其组成,最大裂缝宽度和暴露条件的函数。还考虑了相对于施加的弯曲应力的不同流动诱导的纤维对准。在刚度,强度和延展性的回收率中,通过4点弯曲试验测量,在进行(预开裂)之前和调理暴露之后,在刚度,强度和延展性的恢复方面进行了分析的自我愈合现象的结果。在基于耐久的设计框架中,还定义了量化恢复机械性能的自我修复索引,并且它们的交叉检查的意义。在本文中,通过对先前研究中的第一作者提出的愈合裂缝以及通过定制的间接方法来评估裂缝闭合。该方法基于对预破裂和愈合阶段的损伤演化曲线的比较分析,从评估弯曲刚度。因此,恢复机械性能将与所识别的裂纹闭合量相关。在作者的意见中,该步骤代表了基本贡献,以便可靠,并始终纳入自我愈合对量身定制的基于耐久性的设计方法的影响,例如,在“可治疗的”裂缝宽度阈值概念上。 (c)2016 Elsevier Ltd.保留所有权利。

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