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Reynolds: Journal Of Materials Chemistry C, Vol. 4 (2016) No.3, p.603
Patila: Materials Letters, Vol. 90 (2013), p.60
Yue: Journal of University of Shanghai for Science and Technology, (2006) No.2, p.111.
Schnepp: Materials Horizons, Vol. 3 (2016) No.2, p.91
Lu: Journal of University of Shanghai For Science and Technology, (2007) No.2, p.175.

Table 5 Compression coefficients of several materials Material parameter C30 C40 C50 C60 RPC(5% steel fiber) Compression coefficient 0.17 0.157 0.15 0.147 0.036 Conclusions The steel-fiber reactive powder concrete shows high strength and superior performance in terms of anti-explosion capability when compared to reinforced concrete, the compression coefficient of RPC with 0.5% steel fibres under contact explosion is obtained as 0.041 by model tests , it has about 3 times anti-explosion capability compared to C30 reinforced concrete.
Journal of fuzhou university,2005,31(s) 132-137.
Anti-penetration performance of reactive powder concrete reinforced with steel-wire-net.Journal of PLA University of Science and Technology,2008,9(1):57-61(In Chinese) [5] WANG Yao-ming,DUAN Ji-xiang,WANG De-rong,et a1.
Journal of PLA University of Science and Technology,2010,11(3):296-299(In Chinese) [6] WU Xu-tao,HU Shi-sheng,CHEN De-xing,et a1.
[8] An Ming-zhe，Zhang LI-ju,Yi Quan-xin.Size effect on compressive strength of PRC [J]．Journal of China University of Nining＆Teehnology，2008,(2):279-282.

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Hashida: Materials Science and Engineering: C, Vol.28, No.2 (2008), p.207 [12] B.
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Therefore, plenty of effort has been devoted to the investigation of NLO materials.
Acknowledgements This work was financially supported by Program for National Natural Science Foundation of China (Grant No. 51172111, No. 10979029 and No. 11204148), and National Engineering Research Center for Optoelectronic Crystalline Materials (2007k08).
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Then two others construction materials, namely, concrete and brick, were assumed to be adopted to construct the dormitory.
The comparison on LCA results of the three buildings using different construction materials showed that the dormitory constructed by wood is relatively greener than that of dormitory constructed by concrete and brick.
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Conventional Friction Stir Welding (FSW) is that weld materials are joint at room temperature by stirring softened materials due to frictional heat of rotating tool.
In this case the test was carried out with no defective welded materials.
Fig.8 Comparing the tensile strength in welded materials by FSW with heating at 150 o C and 300 o C, and base materials.
Besides, the strength of non-heating welded material was equivalent to these welded materials.
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