Stef Helderweirt
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- Journal Article
- A1
- open access
Modeling and probabilistic evaluation of repair strategies in the initiation phase of chloride-induced corrosion of the reinforcement of concrete structures
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Assessing concretes after repair : a chloride ingress forecasting model
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- Conference Paper
- C1
- open access
Quantifying uncertainties in the performance prediction of existing concrete structures using an extended direct stiffness method approach
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- Conference Paper
- C1
- open access
Probability-based service life design of repair mortar overlay in case of chloride-induced depassivation risk
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- Conference Paper
- C1
- open access
Time-dependent reliability calculations approximated by a lower and upper bound method to determine the time-to-failure curve for the optimization of interventions
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Development of a stepwise adjusting direct stiffness method approach for the assessment of existing concrete structures
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Adjusted partial factor based assessment criterion for bridge management