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Construction & building materials, v.188, 2018년, pp.781 - 792
Sovják, Radoslav (Experimental Centre, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic) , Havlásek, Petr (Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic) , Vítek, Jan (Department of Concrete and Masonry Structures, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic)
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Abstract The present study investigates behavior of concrete slabs prestressed with carbon-fiber-reinforced polymers (CFRP) subjected to four-point bending. The main experimental set comprised 10 identical 4.5 m long specimens from which 8 were subjected to quasi-static loading until failure. The r...
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