FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W48858045> ?p ?o ?g. }

• W48858045 abstract "Fatigue of structural elements has been a major cause of many catastrophic failures of steel bridges. Corrosion is considered to be an influential factor that significantly contributes to the reduction of the fatigue life of steel structures. The objective of this research is to develop a numerical tool that is capable of predicting the fatigue life of steel members and connections while accounting for the effects of corrosion. To reach this goal, the research is divided into three phases.In the first phase, a stress-life damage accumulation model (called the VTLC, for Virtual Target Life Curves) is proposed and validated using the experimental work available in the literature. The model has the advantage of including the effect of overloading. The VTLC model was verified using a case study of a riveted railway bridge.In the second phase, a numerical tool is developed (named CorrFLP for Corrosion Fatigue Life Predictor). It acts as an add-on and uses available FEM packages as solvers. This tool is useful in predicting the fatigue life of railway or roadway steel bridges with riveted or bolted connections. CorrFLP uses the strain-life approach along with the theory of critical distances. CorrFLP is validated using several test results in the literature with and without the effect of corrosion.To account for corrosion, a new fatigue strain-life model based on the Smith-Watson-Topper model is proposed in the third phase of this research. The model takes into account the corrosivity of the environment, the stress level, and the corrosive behaviour of the material used. A method is proposed to standardize a testing protocol to evaluate some new material constants that describe its behaviour in corrosive environments. The proposed strain-life method is implemented in CorrFLP and the resulting fatigue life predictions matched well with reported experimental results of twenty-four steel beams subjected to various fatigue and weathering conditions. It is seen that the developed numerical tool, along with the corrosion-fatigue strain-life based model, would help structural engineers by generating several stress-life design charts to predict the fatigue life of several commonly-used structural components while accounting for different levels of corrosion." @default.
• W48858045 created "2016-06-24" @default.
• W48858045 creator A5030445583 @default.
• W48858045 date "2012-04-05" @default.
• W48858045 modified "2023-09-27" @default.
• W48858045 title "Numerical Tool for Fatigue Life Prediction Of Corroded Steel Riveted Connections Using Various Damage Models" @default.
• W48858045 cites W1472253857 @default.
• W48858045 cites W1488963053 @default.
• W48858045 cites W1511576101 @default.
• W48858045 cites W1549624462 @default.
• W48858045 cites W1571103110 @default.
• W48858045 cites W1597043485 @default.
• W48858045 cites W1656546228 @default.
• W48858045 cites W2003751225 @default.
• W48858045 cites W2004394362 @default.
• W48858045 cites W2005715739 @default.
• W48858045 cites W2006678027 @default.
• W48858045 cites W2007349807 @default.
• W48858045 cites W2017592528 @default.
• W48858045 cites W2017793250 @default.
• W48858045 cites W2020295991 @default.
• W48858045 cites W2033733312 @default.
• W48858045 cites W2036580534 @default.
• W48858045 cites W2038293077 @default.
• W48858045 cites W2057313360 @default.
• W48858045 cites W2065242449 @default.
• W48858045 cites W2065304384 @default.
• W48858045 cites W2073728921 @default.
• W48858045 cites W2077174694 @default.
• W48858045 cites W2079772995 @default.
• W48858045 cites W2082752600 @default.
• W48858045 cites W2092332046 @default.
• W48858045 cites W2107110118 @default.
• W48858045 cites W2111747754 @default.
• W48858045 cites W211650357 @default.
• W48858045 cites W2121148918 @default.
• W48858045 cites W2137332838 @default.
• W48858045 cites W2141554164 @default.
• W48858045 cites W2161489025 @default.
• W48858045 cites W2166142251 @default.
• W48858045 cites W2167267506 @default.
• W48858045 cites W2171592384 @default.
• W48858045 cites W2242388153 @default.
• W48858045 cites W25276453 @default.
• W48858045 cites W2581801988 @default.
• W48858045 cites W2622767185 @default.
• W48858045 cites W2627050411 @default.
• W48858045 cites W2736239723 @default.
• W48858045 cites W2798722105 @default.
• W48858045 cites W3011577429 @default.
• W48858045 cites W3134875744 @default.
• W48858045 cites W3183014188 @default.
• W48858045 cites W398310649 @default.
• W48858045 cites W561085457 @default.
• W48858045 cites W569906534 @default.
• W48858045 cites W575089193 @default.
• W48858045 cites W595456808 @default.
• W48858045 cites W626594574 @default.
• W48858045 cites W643218060 @default.
• W48858045 cites W645863463 @default.
• W48858045 cites W651911522 @default.
• W48858045 cites W8257564 @default.
• W48858045 cites W980848593 @default.
• W48858045 cites W2508980190 @default.
• W48858045 cites W2525316082 @default.
• W48858045 cites W3148165287 @default.
• W48858045 hasPublicationYear "2012" @default.
• W48858045 type Work @default.
• W48858045 sameAs 48858045 @default.
• W48858045 citedByCount "2" @default.
• W48858045 countsByYear W488580452015 @default.
• W48858045 crossrefType "dissertation" @default.
• W48858045 hasAuthorship W48858045A5030445583 @default.
• W48858045 hasConcept C100776233 @default.
• W48858045 hasConcept C126322002 @default.
• W48858045 hasConcept C127413603 @default.
• W48858045 hasConcept C135628077 @default.
• W48858045 hasConcept C138885662 @default.
• W48858045 hasConcept C191897082 @default.
• W48858045 hasConcept C192562407 @default.
• W48858045 hasConcept C20625102 @default.
• W48858045 hasConcept C21036866 @default.
• W48858045 hasConcept C41895202 @default.
• W48858045 hasConcept C66938386 @default.
• W48858045 hasConcept C71924100 @default.
• W48858045 hasConceptScore W48858045C100776233 @default.
• W48858045 hasConceptScore W48858045C126322002 @default.
• W48858045 hasConceptScore W48858045C127413603 @default.
• W48858045 hasConceptScore W48858045C135628077 @default.
• W48858045 hasConceptScore W48858045C138885662 @default.
• W48858045 hasConceptScore W48858045C191897082 @default.
• W48858045 hasConceptScore W48858045C192562407 @default.
• W48858045 hasConceptScore W48858045C20625102 @default.
• W48858045 hasConceptScore W48858045C21036866 @default.
• W48858045 hasConceptScore W48858045C41895202 @default.
• W48858045 hasConceptScore W48858045C66938386 @default.
• W48858045 hasConceptScore W48858045C71924100 @default.
• W48858045 hasLocation W488580451 @default.
• W48858045 hasOpenAccess W48858045 @default.
• W48858045 hasPrimaryLocation W488580451 @default.

• next