Investigations into the relationship between deflection and crack mouth opening displacement of SFRC beam

被引:34
作者
Ding, Yining [1 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian, Peoples R China
基金
中国国家自然科学基金;
关键词
Fibre reinforced concrete; Mid-span deflection; Crack opening displacement; FIBER-REINFORCED-CONCRETE; STEEL FIBER; FLEXURAL BEHAVIOR; TOUGHNESS; STRENGTH; MESH;
D O I
10.1016/j.conbuildmat.2010.11.055
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:2432 / 2440
页数:9
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