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Fibers are now accepted as a means of reducing flexural and direct tension crack widths when used in combination with conventional reinforcement. However, methods used to predict in‐service crack widths incorporate performance parameters for fiber‐reinforced concrete (FRC) measured at much wider crack widths than those that occur in service. This may result in a discrepancy between tests and in‐service...
Im Rahmen des DFG‐Schwerpunktprogramms 1542 “Leicht Bauen mit Beton” wurden am Fachgebiet Massivbau der TU Braunschweig dünnwandige Betonhohlbauteile entwickelt und unter überwiegender Normalkraftbeanspruchung geprüft. Den Bauteilen liegt das bionische Vorbild Bambus zugrunde, dessen erstaunliche Eigenschaften im asiatischen Raum bereits vielfach im Bauwesen genutzt werden und die hier auf den Betonbau...
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