Experimental research on the self - Healing performance of micro - Cracks in concrete bridge

Advanced Materials Research

Volumn 250-253, Issue , 2011, Pages 28-32

  Sun, Ling ^a   Yu, Wen Yong ^a   Ge, Qi ^a  

^a HEILONGJIANG INSTITUTE OF TECHNOLOGY   (China)

Author keywords

Crack width; Hollow glass fiber; Self healing; Strength recovery rate

Indexed keywords

CAPILLARY TENSIONS; CONCRETE CRACKS; CRACK WIDTH; EXPERIMENTAL RESEARCH; HOLLOW GLASS; POINT LOADING; REPAIR COMPONENTS; SELF HEALING EFFECT; SELF-HEALING; STRENGTH ANALYSIS; STRENGTH RECOVERY RATE;

BUILDING MATERIALS; CIVIL ENGINEERING; CONCRETE CONSTRUCTION; CONSTRUCTION EQUIPMENT; CRACKS; GLASS FIBERS; MECHANICAL PROPERTIES;

REPAIR;

EID: 79957981763     PISSN: 10226680     EISSN: None     Source Type: Book Series    
DOI: 10.4028/www.scientific.net/AMR.250-253.28     Document Type: Conference Paper

References (6)

1. Industry standards of People's Republic of China. Reinforced concrete and pre-stressed concrete highway bridges and culverts (JTG D62-2004). Beijing: China Communications Press, 2004.
2. Li- xia HUO. Reinforced concrete bridges and repairing cracks in Distress [J]. Bridge & tunnel, 2008(9):172-173.
3. Ya-chuan KUANG, Jin-ping OU. RESEARCH AND PROGRESS OF CONCRETE MATERIALS WITH CRACK SELF-REPAIRING ABILITY SIMILAR TO BIOMATERIALS [J]. ADVANCES IN MECHANICS, 2006(3)406-414.
4. Ya-chuan KUANG, Jin-ping OU. Simulation analysis and experimental study of damage self-repairing of smart concrete [J]. Journal of building and structure, 2008, sup: 181-185.
5. Industry standards of People's Republic of China. Concrete testing procedures for highway projects (JTG E30-2005). Beijing: China Communications Press. 2005
6. Su-rong LUO. Experimental research on mechanical properties of self- repairing concrete embedded glass capsules [J]. JOURNAL OF FUZHOU UNIVERSITY (NATURAL SCIENCE EDITION), 2006, 34(1): 98-103