Linear elastic fracture mechanics of concrete. An exemple: Fontana dam
DOI:
https://doi.org/10.3989/ic.1985.v37.i372.1854Abstract
Linear Elastic Fracture Mechanics can be applied to plain concrete provided the fracture process zone be small compared with the size of the structural element. In this situation the stress State at the tip of the crack can be characterized by means of the stress intensity factor. The first part of the paper considers modeling crack extension in concrete by the finite element method. The second part deals with an example problem, the cracked Fontana Dam.
Downloads
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 1985 Consejo Superior de Investigaciones Científicas (CSIC)
This work is licensed under a Creative Commons Attribution 4.0 International License.
© CSIC. Manuscripts published in both the print and online versions of this journal are the property of the Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. You may read the basic information and the legal text of the licence. The indication of the CC BY 4.0 licence must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the final version of the work produced by the publisher, is not allowed.
