Detection of the reinforcement corrosion in pre-stressed concrete girders Online publication date: Thu, 07-Dec-2006
by Marta Korenska, Lubos Pazdera, Karel Pospisil
International Journal of Microstructure and Materials Properties (IJMMP), Vol. 1, No. 3/4, 2006
Abstract: Pre-stressed reinforcement is a basic element of the structural stability in a great amount of concrete structures. The corrosion of reinforcement is a major cause of a failure of such structures. The paper deals with the usage of the acoustic emission method for testing pre-stressed concrete girders from corrosive damage point of view. The experimental test investigated acoustic emission method to evaluate deterioration of pre-stressed reinforced concrete girders during flexural tests under loadings. The result provide that acoustic emission was very sensitive to detect the initiation of microcracks generated near the interface between the pre-stressed reinforcement and concrete.
Existing subscribers:
Go to Inderscience Online Journals to access the Full Text of this article.
If you are not a subscriber and you just want to read the full contents of this article, buy online access here.Complimentary Subscribers, Editors or Members of the Editorial Board of the International Journal of Microstructure and Materials Properties (IJMMP):
Login with your Inderscience username and password:
Want to subscribe?
A subscription gives you complete access to all articles in the current issue, as well as to all articles in the previous three years (where applicable). See our Orders page to subscribe.
If you still need assistance, please email subs@inderscience.com