
Research and Applications in Structural Engineering, Mechanics and Computation – Zingoni (Ed.)
© 2013 Taylor & Francis Group, London, ISBN 978-1-138-00061-2
The anchorage of rebars in UHPC
P. Lorenz & E. Fehling
University of Kassel, Kassel, Germany
ABSTRACT: Test-series were conducted to determine the influence of the main parameters for the bond-
behavior of rebars in UHPC with small concrete covers and small bond lengths. To get basic information for
the development of design rules for anchorage of rebars in UHPC test results from specimens with parameter
combinations of concrete cover and bond lengths were used which lead to splitting failure.