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Analytical Modeling of the Postcracking Response Observed in Hybrid Steel/Polypropylene Fiber-Reinforced Concrete

Antonio Caggiano1,2, Marco Pepe3,4, Hernan Xargay2,5

  • 1Institut für Werkstoffe im Bauwesen, Technische Universität Darmstadt, 64287 Darmstadt, Germany.

Polymers
|August 23, 2020
PubMed

Keywords:
analytical modelfour-point bendinghybrid fiber-reinforced concretepolypropylenepostcrackingsteel

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