Comparisons Between Pull-Out Behaviour of Various Hooked-End Fibres in Normal–High Strength Concretes

Abstract In this paper an elastic–plastic response has been developed to predict the pull-out behaviour of various hooked end fibres embedded in normal–high strength concretes. An elastic–plastic moment expression has been proposed to represent the partially plastic hinge formed during pull-out. The...

Full description

Bibliographic Details
Main Authors: Sadoon Abdallah, David W. A. Rees
Format: Article
Language:English
Published: SpringerOpen 2019-04-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:http://link.springer.com/article/10.1186/s40069-019-0337-0

Similar Items