Research Explorer

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Karel Van Den Hende

Publicaties & datasets

Prijzen & Erkenningen

17 Resultaten

2025

Comparison of 1D and 2D chloride ingress models in terms of accuracy

Karel Van Den HendeWouter BotteStijn MatthysRobby CaspeeleG. LombaertM. AnghileriF. Biondini

Optimization of preventive repair strategies for a prestressed concrete girder subjected to chloride-induced corrosion

Karel Van Den HendeWouter BotteStijn MatthysGeert LombaertRobby Caspeele

Probabilistic analysis of a corroding bridge using an extended direct stiffness method approach

Andreas DeKeyserStef HelderweirtKarel Van Den HendeWouter BotteRoman Wan-WendnerRobby CaspeeleEls Verstrynge

Reliability-based assessment of corroding concrete structures and optimization of interventions in view of service life extension

Karel Van Den HendeRobby CaspeeleGeert LombaertStijn Matthys

Reliability-based determination of allowable corrosion degree to define the end of lifetime of concrete elements in bending

Karel Van Den HendeWouter BotteStijn MatthysGeert LombaertRobby Caspeele

A1 Artikel in een tijdschrift in STRUCTURE AND INFRASTRUCTURE ENGINEERING

Time-dependent prediction of the bending moment capacity of a corroding prestressed concrete bridge girder subjected to chloride ingress

Karel Van Den HendeXander DetremmerieWouter BotteStijn MatthysBart De PauwRobby CaspeeleGeert Lombaert

2024

Influence of repair interventions on the safety of a reinforced concrete road bridge subjected to chloride ingress

Karel Van Den HendeStef HelderweirtWouter BotteStijn MatthysRobby CaspeeleG. Lombaert

Modeling and probabilistic evaluation of repair strategies in the initiation phase of chloride-induced corrosion of the reinforcement of concrete structures

Karel Van Den HendeStef HelderweirtWouter BotteStijn MatthysGeert LombaertRobby Caspeele

A1 Artikel in een tijdschrift in STRUCTURAL CONCRETE

Quantifying the influence of chloride-induced corrosion on the bending moment capacity of a prestressed girder considering different exposure scenarios

Karel Van Den HendeWouter BotteStijn MatthysGeert LombaertRobby Caspeele

Target reliabilities for heritage structures derived from cost optimization

Karel Van Den HendeRobby CaspeeleMiroslav SykoraAndrew Way

A1 Artikel in een tijdschrift in STRUCTURAL CONCRETE

2023

Assessing concretes after repair : a chloride ingress forecasting model

Karel Van Den HendeStef HelderweirtWouter BotteStijn MatthysRobby CaspeeleGeert Lombaert

Probability-based service life design of repair mortar overlay in case of chloride-induced depassivation risk

Karel Van Den HendeStef HelderweirtWouter BotteStijn MatthysRobby CaspeeleGeert Lombaert

Quantifying uncertainties in the performance prediction of existing concrete structures using an extended direct stiffness method approach

Stef HelderweirtKarel Van Den HendeWouter BotteEls VerstryngeRobby Caspeele

Time-dependent reliability calculations approximated by a lower and upper bound method to determine the time-to-failure curve for the optimization of interventions

Karel Van Den HendeStef HelderweirtWouter BotteStijn MatthysGeert LombaertRobby Caspeele

Validation of the harmonized partial factor method for design and assessment of concrete structures as proposed for fib model code 2020

Robby CaspeeleKarel Van Den Hende

A1 Artikel in een tijdschrift in STRUCTURAL CONCRETE

2022

Adjusted partial factor based assessment criterion for bridge management

Karel Van Den HendeStef HelderweirtEline VereeckenWouter BotteStijn MatthysGeert LombaertRobby Caspeele

Development of a stepwise adjusting direct stiffness method approach for the assessment of existing concrete structures

Stef HelderweirtKarel Van Den HendeWouter BotteE. VerstryngeRobby Caspeele