Community Research and Development Information Service - CORDIS

Abstract

The goal is to investigate whether current modelling techniques, in combination with standard test data on strain softening of concrete under mode I and uniaxial compression are sufficient tools for correctly predicting the behaviour of over-reinforced concrete beams. The reason for choosing over-reinforced concrete beams is that they are relatively simple to test and that the softening part of the compression behaviour has a significant influence of the overall behaviour of the beams. Three different types of concrete at two different size scales have been tested.

Additional information

Authors: ULFKJAER J P, JRC Ispra (IT)
Bibliographic Reference: Paper presented: FRAMCOS 3, Gifu (JP), October 12-16, 1998
Availability: Available from (1) as Paper EN 41558 ORA
Record Number: 199810967 / Last updated on: 1998-09-01
Category: PUBLICATION
Original language: en
Available languages: en