Experimental and numerical analyses of long carbon fiber reinforced concrete panels exposed to blast loading
The addition of long carbon fibers to traditional reinforced concrete is proposed as a method to improve the blast spalling resistance of concrete. A series of tests was conducted to compare the blast resistance of panels constructed with either conventional reinforced concrete (RC) or long carbon f...
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Veröffentlicht in: | International journal of impact engineering 2013-07, Vol.57, p.70-80 |
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Hauptverfasser: | , , , , |
Format: | Artikel |
Sprache: | eng |
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