EFFECT OF CREEP OF POLYMERIC FIBRES ON DEFORMATION OF FIBRE CONCRETE BEAM ELEMENTS UNDER THE LONG-TERM LOADING

被引：0
|
作者：
Fladr, J. [1 ]
Kratky, J. [1 ]
Luks, J.
Vodicka, J. [1 ]
Vaskova, J. [1 ]
机构：
[1] Czech Tech Univ, Fak Stavebni, Prague 16629 6, Czech Republic
来源：
FIBRE CONCRETE 2011: TECHNOLOGY, DESIGN, APPLICATION | 2011年
关键词：
fibre reinforced concrete; polymeric fibres; creep; long-term loading;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper deals with behaviour of fibre concrete members with polymeric fibres after formation of macro-crack. The polymeric fibres creep under long-term loading. For steel fibres the effect of creep can be neglected. The creep of polymeric fibres after cracking can significantly affect the serviceability limit state design. The paper presents long-term experimental research that shall verify significance of the creep effect on the long-term behaviour of the fibre concrete element with polymeric fibres.
引用
收藏
页码：357 / 364
页数：8
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