Dynamic tensile behaviour of high performance fibre reinforced cementitious composites after high temperature exposure

被引：51
作者：
Caverzan, Alessio [1 ]
Cadoni, Ezio [2 ]
di Prisco, Marco [1 ]
机构：
[1] Politecn Milan, Dept Struct Engn DIS, I-20133 Milan, Italy
[2] Univ Appl Sci Southern Switzerland, Dept Environm Construct & Design, Lugano, Switzerland
来源：
MECHANICS OF MATERIALS | 2013年 / 59卷
关键词：
Dynamic tensile behaviour; High performance fibre reinforced cementitious composites (HPFRCC); High performance concrete; High strain rates; High temperature; Modified Hopkinson bar; STEEL FIBER; MECHANICAL-BEHAVIOR; IMPACT RESPONSE; PLAIN CONCRETE; STRAIN-RATE;
D O I：
10.1016/j.mechmat.2012.12.006
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The uniaxial tension behaviour of high performance cementitious composites subjected to high strain rates after high temperature exposure has never been investigated. The material investigated was a steel fibre reinforced mortar. Straight low carbon steel micro-fibres were used. The fibre content was 1.25% by volume and the mix design guaranteed a self compacting mixture. The main purpose of the research was to highlight the role of thermal damage in uniaxial tension at low and high strain rate loadings. Looking in particular at peak strength and post-peak toughness the results show that, in low strain rate tests after high temperature exposure up to 600 degrees C, the thermal damage progressively reduces the toughness and weakly increases the strength; at high strain rate the peak strength significantly increases in comparison with low strain rate one for all the temperature investigated, while the toughness for growing temperature progressively decreases. (c) 2013 Elsevier Ltd. All rights reserved.
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页码：87 / 109
页数：23
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