Investigation of surface micro-crack growth behavior of asphalt mortar based on the designed innovative mesoscopic test

被引:86
作者
Ding, Xunhao [1 ]
Ma, Tao [1 ]
Gu, Linhao [1 ]
Zhang, Yao [1 ]
机构
[1] Southeast Univ, Sch Transportat, 2 Sipailou, Nanjing 210096, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Designed mesoscopic test; Micro-cracks; Fracture processing zone; SEM; Real-time online observations; Asphalt mortar; Fracture criterion; FRACTURE PROPERTIES; CONCRETE FRACTURE; MIXTURE; ZONE; MECHANISM; ENERGY; SEM;
D O I
10.1016/j.matdes.2019.108238
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The objective of this study is to design an innovative mesoscopic test for characterizing the damage evolutions and fracture performances of the asphalt mortar. Based on the SEM-Servopulser devices and improved specimens, the pure mode I cracking tests were conducted successfully under scanning electron microscope (SEM). It can have a real-time online observations and records of the surface micro-crack behaviors and evolutions under different loads. And it is the first time in road engineering to capture the dynamic micro-behavior and micro-structure of the bituminous materials in such high accuracy (Am level), especially the synchronous recording when applying loads without stopping on-going tests. This proposed method will have significant meaning in revealing the fracture mechanism of the bituminous materials since the traditional specimen sizes and the self-healing property of the asphalt hinder the further micro-scale investigations in this field. With the help of the pioneering designed tests, the damage variable based on the micro-crack density was proposed and was verified by the experimental results. It is found that the interface failure dominated during the overall process in pure mode I cracking tests, which should be paid more attention on in the future material design. (C) 2019 The Authors. Published by Elsevier Ltd.
引用
收藏
页数:11
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