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contributor authorRobert Davies
contributor authorTony Jefferson
contributor authorDiane Gardner
date accessioned2022-01-31T23:39:10Z
date available2022-01-31T23:39:10Z
date issued7/1/2021
identifier other%28ASCE%29MT.1943-5533.0003802.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270106
description abstractThe success of self-healing cementitious materials relies on their ability to repeatedly heal over the lifetime of the material. Vascular networks have a distinct advantage over other self-healing techniques whereby the healing agent in the network can be routinely replenished. The aim of this study was to develop a multiuse vascular network that can be reused over the lifetime of a structure to enable repeated self-healing events in cementitious materials. The feasibility and self-healing efficacy of novel two-dimensional (2D) vascular networks in concrete beams were tested on laboratory-scale specimens before being trialed in situ on larger, structural-scale elements. The vascular networks were formed via linear interconnecting hollow channels filled with a healing agent that is delivered to zones of damage under an externally supplied pressure. This technique was reproducible at large scale and channels were refilled over a test period of 6 months. Of the two healing agents used in this study, sodium silicate (SS) proved easier to handle and supply into the vascular network, but cyanoacrylate (CA) offered greater strength recovery (up to 90%) in a relatively short time scale. The presence of flow networks in the cover concrete tended to act as a crack initiator and this was particularly evident in the larger-scale specimens. Nevertheless, the potential to enhance and enable multiscale healing in cementitious materials has been demonstrated.
publisherASCE
titleDevelopment and Testing of Vascular Networks for Self-Healing Cementitious Materials
typeJournal Paper
journal volume33
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003802
journal fristpage04021164-1
journal lastpage04021164-15
page15
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007
contenttypeFulltext


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