Published: 31 March 2009

Assessment of damage risk function of structural components under vibrations

J. Dulevicius1
A. Žiliukas2
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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
25 January 2007
Accepted
10 March 2007
Published
31 March 2009
Keywords
reliability
risk function models
risk function intensity