

Author: Han Ning-Xu Xing Feng
Publisher: MDPI
E-ISSN: 1996-1944|10|1|2-2
ISSN: 1996-1944
Source: Materials, Vol.10, Iss.1, 2016-12, pp. : 2-2
Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.
Abstract
A review of the research activities and achievements at Shenzhen University is conducted in this paper concerning the creation and further development of novel microcapsule based self-resilience systems for their application in concrete structures. After a brief description of pioneering works in the field starting about 10 years ago, the principles raised in the relevant research are examined, where fundamental terms related to the concept of resilience are discussed. Several breakthrough points are highlighted concerning the three adopted comprehensive self-resilience systems, namely physical, chemical and microbial systems. The major challenges regarding evaluation are emphasized and further development concerning self-resilience in concrete structures will be addressed.
Related content


Development of a Skewed Pipe Shear Connector for Precast Concrete Structures
By Kim Sang-Hyo Choi Jae-Gu Park Sejun Lee Hyunmin Heo Won-Ho
Materials, Vol. 10, Iss. 5, 2017-05 ,pp. :


Study on Practice Teaching System of Undergraduate Industrial Design in Comprehensive University
MATEC Web of conference, Vol. 176, Iss. issue, 2018-07 ,pp. :



