@inproceedings{FischerOžbolt, author = {Fischer, Christian and Ožbolt, J.}, title = {An appropriate indicator for bond strength degradation due to reinforcement corrosion}, series = {Proceedings of the 8th international conference on fracture mechanics of concrete and concrete structures, FraMCoS 2013}, booktitle = {Proceedings of the 8th international conference on fracture mechanics of concrete and concrete structures, FraMCoS 2013}, language = {en} } @incollection{FischerOzboltGehlen, author = {Fischer, Christian and Ozbolt, J. and Gehlen, C.}, title = {Verbundfestigkeit von korrodierter Bewehrung in Beton - Teilprojekt B2: Teil 2: Dauerhaftigkeitsbemessung}, number = {602}, edition = {1.}, publisher = {Beuth Verlag}, address = {Berlin}, isbn = {978-3-410-65224-3}, issn = {0171-7197}, pages = {47 -- 88}, language = {en} } @inproceedings{FischerOzbolt, author = {Fischer, Christian and Ozbolt, J.}, title = {Influence of bar diameter and concrete cover on bond degradation due to corrosion in: J. Cairns, G. Metelli, G. Plizzari}, series = {Proceeding of 4 th international symposium: Bond in Concrete 2012: Bond, Anchorages, Detailing}, booktitle = {Proceeding of 4 th international symposium: Bond in Concrete 2012: Bond, Anchorages, Detailing}, pages = {17 -- 20}, language = {en} } @incollection{FischerGehlenOžbolt, author = {Fischer, Christian and Gehlen, J. and Ožbolt, C.}, title = {DFG Research Group 537: Modelling reinforcement corrosion - Numerical modelling of bond strength of corroded reinforcement}, series = {Concrete Repair, Rehabilitation and Retrofitting II}, booktitle = {Concrete Repair, Rehabilitation and Retrofitting II}, publisher = {CRC Press}, isbn = {978-0-429-10359-9}, pages = {2}, abstract = {The calculations were performed with four different specimen types (see Table 1). Each type was calculated without expansion (reference calculation) as well as with five different expansion values. The expansion was simulated before the application of the pull-out load.}, language = {en} }