Probabilistic analysis of bending moment capacity of titanium pipes

Statistical measures of bending moment capacity of titanium pipes exposed to high external pressure differences are developed. Variations in relevant geometry and material parameters are found from laboratory tests. These quantities are input to non-linear finite element shell models of the pipe. Ma...

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Published inStructural safety Vol. 26; no. 3; pp. 241 - 269
Main Authors Bjørset, A., Leira, B.J., Remseth, S.
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 01.07.2004
New York, NY Elsevier Science
Subjects
Applied sciences
Bending moment capacity
Buildings. Public works
Exact sciences and technology
Material tests
Materials
Metallic materials
Non-linear FE-analysis
Probability analysis
Response surface approach
Statistical measures
Stresses. Safety
Structural analysis. Stresses
Titanium pipes
Material tests
Statistical measures
Probability analysis
Titanium pipes
Non-linear FE-analysis
Response surface approach
Bending moment capacity
Collapse
Statistical analysis
Non- linear FE-analysis
Pipe
Displacement
Geometry
Finite element method
Probabilistic assessment
Non linear model
Statistical model
Bending moment
External pressure
Titanium
Laboratory test
Numerical simulation
Material testing
Riser
Comparative study
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Abstract Statistical measures of bending moment capacity of titanium pipes exposed to high external pressure differences are developed. Variations in relevant geometry and material parameters are found from laboratory tests. These quantities are input to non-linear finite element shell models of the pipe. Maximum bending moment capacities estimated by the non-linear finite element analyses are compared with some experimental results. A response surface approach is applied in order to reduce the required number of non-linear shell analyses. The bending moment capacity is expressed as a function of the basic parameter. With statistical distributions fitted to the uncertain input parameters, the response surface enables estimation of probability distributions for the bending moment capacity for a titanium pipe subjected to high external pressure.
AbstractList Statistical measures of bending moment capacity of titanium pipes exposed to high external pressure differences are developed. Variations in relevant geometry and material parameters are found from laboratory tests. These quantities are input to non-linear finite element shell models of the pipe. Maximum bending moment capacities estimated by the non-linear finite element analyses are compared with some experimental results. A response surface approach is applied in order to reduce the required number of non-linear shell analyses. The bending moment capacity is expressed as a function of the basic parameter. With statistical distributions fitted to the uncertain input parameters, the response surface enables estimation of probability distributions for the bending moment capacity for a titanium pipe subjected to high external pressure.
Author Bjørset, A.
Remseth, S.
Leira, B.J.
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  surname: Remseth
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Cites_doi 10.1016/S0045-7949(98)00218-1
10.1260/0958305991499487
10.1115/1.3153742
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Issue 3
Keywords Material tests
Statistical measures
Probability analysis
Titanium pipes
Non-linear FE-analysis
Response surface approach
Bending moment capacity
Collapse
Statistical analysis
Non- linear FE-analysis
Pipe
Displacement
Geometry
Finite element method
Probabilistic assessment
Non linear model
Statistical model
Bending moment
External pressure
Titanium
Laboratory test
Numerical simulation
Material testing
Riser
Comparative study
Language English
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Snippet Statistical measures of bending moment capacity of titanium pipes exposed to high external pressure differences are developed. Variations in relevant geometry...
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SubjectTerms Applied sciences
Bending moment capacity
Buildings. Public works
Exact sciences and technology
Material tests
Materials
Metallic materials
Non-linear FE-analysis
Probability analysis
Response surface approach
Statistical measures
Stresses. Safety
Structural analysis. Stresses
Titanium pipes
Title Probabilistic analysis of bending moment capacity of titanium pipes
URI https://dx.doi.org/10.1016/j.strusafe.2003.08.001
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