Safety analysis of tension elements using various reliability methods

Author

Kreiner, J.H. ; Putcha, C.S.

Author_Institution

Dept. of Mech. Eng., California State Univ., Fullerton, CA

fYear

1995

Firstpage

758

Lastpage

763

Abstract

This work is an extension of the earlier research done by the authors in this area (Putcha and Kreiner, 1993) wherein these principles were applied to a steel beam with an external moment. The main methods used for estimation of reliability in the previous as well as the present research are: the First Order Second Moment (FOSM) method, the Advanced First Order Second Moment (AFOSM) and the Point Estimate Method (PEM). For each method, the reliability of the tension element is calculated. The safety indices (β) are calculated for the various types of probabilistic combinations of resistance and load. Results obtained by these three methods are compared to one another. Subsequently, relevant conclusions are drawn

Keywords

method of moments; probability; reliability; safety; structural engineering computing; Advanced First Order Second Moment; First Order Second Moment; Point Estimate Method; external moment; load; probabilistic; reliability methods; resistance; safety analysis; safety indices; steel beam; tension element; tension elements; Civil engineering; Density functional theory; Failure analysis; Finite element methods; Gaussian distribution; Materials reliability; Mechanical engineering; Safety; Steel; Structural beams;

fLanguage

English

Publisher

ieee

Conference_Titel

Uncertainty Modeling and Analysis, 1995, and Annual Conference of the North American Fuzzy Information Processing Society. Proceedings of ISUMA - NAFIPS '95., Third International Symposium on

Conference_Location

College Park, MD

Print_ISBN

0-8186-7126-2

Type

conf

DOI

10.1109/ISUMA.1995.527791

Filename

527791