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Reliability-Based Progressive Fatigue Collapse
General relationships between individual joint reliability and overall system reliability in a redundant structure with no repair program are presented. Using a fatigue reliability model, a Monte Carlo analysis provided a distribution of time to failure for various degrees of redundancy. Random vari...
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Published in: | Journal of structural engineering (New York, N.Y.) N.Y.), 1983-08, Vol.109 (8), p.1792-1811 |
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cited_by | cdi_FETCH-LOGICAL-a412t-603aa49eb2de52c4bec9c2e1037847be08b1e69461bd6e7a00b2a824ace15a613 |
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cites | cdi_FETCH-LOGICAL-a412t-603aa49eb2de52c4bec9c2e1037847be08b1e69461bd6e7a00b2a824ace15a613 |
container_end_page | 1811 |
container_issue | 8 |
container_start_page | 1792 |
container_title | Journal of structural engineering (New York, N.Y.) |
container_volume | 109 |
creator | Martindale, Scott G Wirsching, Paul H |
description | General relationships between individual joint reliability and overall system reliability in a redundant structure with no repair program are presented. Using a fatigue reliability model, a Monte Carlo analysis provided a distribution of time to failure for various degrees of redundancy. Random variables in the model account for uncertainty in the process of determining fatigue strengths of the joints. The distribution parameters for these random variables are representative of welded tubular joints in offshore platforms. Figures are shown which relate the target safety index of a joint to the reliability against various definitions of "functional failure" of the structure. Also included is an example of how the probability of a second failure occurring within a specified time interval after an initial failure can be predicted. This can provide insight in determining the necessary frequency of inspections. |
doi_str_mv | 10.1061/(ASCE)0733-9445(1983)109:8(1792) |
format | article |
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Using a fatigue reliability model, a Monte Carlo analysis provided a distribution of time to failure for various degrees of redundancy. Random variables in the model account for uncertainty in the process of determining fatigue strengths of the joints. The distribution parameters for these random variables are representative of welded tubular joints in offshore platforms. Figures are shown which relate the target safety index of a joint to the reliability against various definitions of "functional failure" of the structure. Also included is an example of how the probability of a second failure occurring within a specified time interval after an initial failure can be predicted. 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Using a fatigue reliability model, a Monte Carlo analysis provided a distribution of time to failure for various degrees of redundancy. Random variables in the model account for uncertainty in the process of determining fatigue strengths of the joints. The distribution parameters for these random variables are representative of welded tubular joints in offshore platforms. Figures are shown which relate the target safety index of a joint to the reliability against various definitions of "functional failure" of the structure. Also included is an example of how the probability of a second failure occurring within a specified time interval after an initial failure can be predicted. This can provide insight in determining the necessary frequency of inspections.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>Hydraulic constructions</subject><subject>Offshore structure (platforms, tanks, etc.)</subject><subject>Stresses. Safety</subject><subject>Structural analysis. 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Stresses</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Martindale, Scott G</creatorcontrib><creatorcontrib>Wirsching, Paul H</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Martindale, Scott G</au><au>Wirsching, Paul H</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Reliability-Based Progressive Fatigue Collapse</atitle><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle><date>1983-08-01</date><risdate>1983</risdate><volume>109</volume><issue>8</issue><spage>1792</spage><epage>1811</epage><pages>1792-1811</pages><issn>0733-9445</issn><eissn>1943-541X</eissn><coden>JSENDH</coden><abstract>General relationships between individual joint reliability and overall system reliability in a redundant structure with no repair program are presented. 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issn | 0733-9445 1943-541X |
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source | American Society Of Civil Engineers ASCE Journals |
subjects | Applied sciences Buildings. Public works Exact sciences and technology Hydraulic constructions Offshore structure (platforms, tanks, etc.) Stresses. Safety Structural analysis. Stresses TECHNICAL PAPERS |
title | Reliability-Based Progressive Fatigue Collapse |
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