U.S. flag

An official website of the United States government

Official websites use .gov
A .gov website belongs to an official government organization in the United States.

Secure .gov websites use HTTPS
A lock ( ) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.

PUBLICATIONS

A STATISTICAL APPROACH TO ESTIMATING A 95 % CONFIDENCE LOWER LIMIT FOR THE DESIGN CREEP RUPTURE TIME VS. STRESS CURVE WHEN THE STRESS ESTIMATE HAS AN ERROR UP TO 2 % (*)

Published

Author(s)

Jeffrey T. Fong, James J. Filliben, Nathanael A. Heckert, Pedro V. Marcal, Marvin J. Cohn

Abstract

Recent experimental results on creep-fracture damage with minimum time to failure (minTTF) varying as the 9th power of stress, and a theoretical consequence that the coefficient of variation (CV) of minTTF is necessarily 9 times that of the CV of the stress, created a new engineering requirement that the finite element analysis of pressure vessel and piping systems in power generation and chemical plants be more accurate with an allowable error of no more than 2 % when dealing with a leak-before-break scenario. This new requirement becomes more critical, for example, when one finds a small leakage in the vicinity of a hot steam piping weldment next to an elbow. To illustrate the critical nature of this creep and creep-fatigue interaction problem in engineering design and operation decision-making, we present the analysis of a typical steam piping maintenance problem, where 10 experimental data on the creep rupture time vs. stress (83 to 131 MPa) for an API 579 Grade 91 steel at 571.1 C (1060 F) are fitted with a straight line using the linear least squares (LLSQ) method. The LLSQ fit yields not only a two-parameter model, but also an estimate of the 95 % confidence upper and lower limits of the rupture time as the basis for a statistical design of creep and creep-fatigue. In addition, we will show that when an error in stress estimate is 2 % or more, the 95 % confidence lower limit for the rupture time will be reduced from the minimum by as much as 40 %.
Proceedings Title
ASME 2016 Pressure Vessels and Piping Division Conference, July 17-21, 2016, Vancouver, BC, Canada
Conference Dates
July 17-21, 2016
Conference Location
Vancouver
Pub Type
Conferences

Download Paper

Local Download

Keywords

confidence limits, creep, creep rupture time, engineering design, error analysis, finite element method, life estimate, linear least squares method, piping, pressure vessels, statistical analysis, steam piping, time-to-failure, uncertainty quantification
Uncertainty quantification, Statistical analysis, Numerical methods and software, Modeling and simulation research, Modeling and computational material science, Metals, Infrastructure and Computational science

Citation

Fong, J. , Filliben, J. , Heckert, N. , Marcal, P. and Cohn, M. (2016), A STATISTICAL APPROACH TO ESTIMATING A 95 % CONFIDENCE LOWER LIMIT FOR THE DESIGN CREEP RUPTURE TIME VS. STRESS CURVE WHEN THE STRESS ESTIMATE HAS AN ERROR UP TO 2 % (*), ASME 2016 Pressure Vessels and Piping Division Conference, July 17-21, 2016, Vancouver, BC, Canada, Vancouver, -1, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=920510 (Accessed April 25, 2024)

Created July 17, 2016, Updated May 18, 2020