contributor author | Yu Zhu | |
contributor author | Zhao Cai Zhang | |
contributor author | Yan Yao | |
contributor author | Xue Mao Guan | |
contributor author | Ying Zi Yang | |
date accessioned | 2017-05-08T22:32:42Z | |
date available | 2017-05-08T22:32:42Z | |
date copyright | June 2016 | |
date issued | 2016 | |
identifier other | 49070867.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82355 | |
description abstract | In this paper, self-healed cracks of engineered cementitious composites (ECC) are observed by optical microscope and scanning electron microscopy, and self-healing products of ECC are analyzed by X-ray diffraction technology. Meanwhile, the reasons for property differences between origin ECC and self-healed ECC with different crack structures exposed to freeze–thaw in water and deicing salt, respectively, are discussed. ECC specimens with a water–binder ratio of 0.25 with 50% fly ash are studied. The experimental results show that the white self-healing products and other chemical composites similar to the color of ECC matrix are present on the surface of self-healed cracks. The self-healing materials of ECC include kinds of hydration/carbonation products and some chemical compounds penetrating into ECC matrix from self-healing environments. Additionally, the differences in self-healing products and hydration products of binder, self-healing extent, damaged polyvinyl alcohol fiber, weak interface bonding, and microcracks could obviously influence the value variation of first cracking stress, ultrasonic pulse viscosity, and absorption coefficient of self-healed specimens. | |
publisher | American Society of Civil Engineers | |
title | Analysis of Crack Microstructure, Self-Healing Products, and Degree of Self-Healing in Engineered Cementitious Composites | |
type | Journal Paper | |
journal volume | 28 | |
journal issue | 6 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0001533 | |
tree | Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006 | |
contenttype | Fulltext | |