CLC number: TU528.34
On-line Access: 2014-01-03
Received: 2013-05-04
Revision Accepted: 2013-11-11
Crosschecked: 2013-12-19
Cited: 4
Clicked: 9463
Shi-lang Xu, Ling-hua Shen, Ji-yang Wang, Ye Fu. High temperature mechanical performance and micro interfacial adhesive failure of textile reinforced concrete thin-plate[J]. Journal of Zhejiang University Science A, 2014, 15(1): 31-38.
@article{title="High temperature mechanical performance and micro interfacial adhesive failure of textile reinforced concrete thin-plate",
author="Shi-lang Xu, Ling-hua Shen, Ji-yang Wang, Ye Fu",
journal="Journal of Zhejiang University Science A",
volume="15",
number="1",
pages="31-38",
year="2014",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1300150"
}
%0 Journal Article
%T High temperature mechanical performance and micro interfacial adhesive failure of textile reinforced concrete thin-plate
%A Shi-lang Xu
%A Ling-hua Shen
%A Ji-yang Wang
%A Ye Fu
%J Journal of Zhejiang University SCIENCE A
%V 15
%N 1
%P 31-38
%@ 1673-565X
%D 2014
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1300150
TY - JOUR
T1 - High temperature mechanical performance and micro interfacial adhesive failure of textile reinforced concrete thin-plate
A1 - Shi-lang Xu
A1 - Ling-hua Shen
A1 - Ji-yang Wang
A1 - Ye Fu
J0 - Journal of Zhejiang University Science A
VL - 15
IS - 1
SP - 31
EP - 38
%@ 1673-565X
Y1 - 2014
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1300150
Abstract: The mechanical performance of textile reinforced concrete (TRC) thin-plate under high temperature conditions was investigated using three-point bending tests. The influence of polypropylene (PP) fiber addition on the out-of-plane load capacity of TRC thin-plate after high temperature treatment was also studied. The results showed that the thermostability of TRC thin-plate with textile impregnated with epoxy resin was not good, but that the out-of-plane load capacity of TRC thin-plate after high temperature treatment could be improved by increasing the plate thickness or the textile distribution rate. Under normal temperature and a high temperature of 120 °C, the out-of-plane load capacity of specimens could be increased and cracks better distributed by mixing the TRC with PP fiber. However, the out-of-plane load capacity of TRC thin-plate under a continuous high temperature of 200 °C was not much affected by the addition of PP fiber. The result of a microcosmic scanning electron microscope (SEM) test showed that the main reason for the interfacial adhesive failure between the textile and the original concrete substrate was the degradation of the epoxy resin under high temperature.
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