丁一宁
Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates
Gender:Male
Alma Mater:奥地利因斯布鲁克大学
Degree:Doctoral Degree
School/Department:土木工程系
E-Mail:ynding@dlut.edu.cn
Hits:
Indexed by:期刊论文
Date of Publication:2011-05-01
Journal:CONSTRUCTION AND BUILDING MATERIALS
Included Journals:SCIE、EI
Volume:25
Issue:5
Page Number:2432-2440
ISSN No.:0950-0618
Key Words:Fibre reinforced concrete; Mid-span deflection; Crack opening displacement
Abstract:Currently there are only few research results for predicting the relationship between deflection and the crack mouth opening displacement (CMOD) of steel fibre reinforced concrete (SFRC) beams. A series of bending beam tests on SFRC, with different fibre contents and fibre types have been carried out. Based on the experimental results a model for predicting the relation between the deflection and CMOD of SFRC has been established. This model relies on the load-deflection relation and the load-CMOD relation of bending beam. A well agreement has been found between the suggested mode and the test results of other research. The results of this mode indicate that the load-deflection diagram is very similar to that of the load-CMOD diagram, and there is a linear relation between the mid-span deflection and CMOD of SFRC. (C) 2010 Elsevier Ltd. All rights reserved.