Abstract
In the analysis of reliability of construction element in the case of aging under vibrations, evaluation of risk function is of great importance. In practice, the applied constant risk function intensity is approximate. The intensity function must be evaluated timely. However, this effort requires numerous experimental data. This article considers a simplified approach for solution of the aforementioned problem. Provided comparison of experimental and obtained theoretical results confirm the validity of the presented approach
About this article
Received
January 25, 2007
Accepted
March 10, 2007
Published
March 31, 2009
Keywords
reliability
risk function models
risk function intensity
Copyright © 2009 Vibroengineering
This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
