TY - CHAP A1 - Fischer, Christian A1 - Gehlen, J. A1 - Ožbolt, C. T1 - DFG Research Group 537: Modelling reinforcement corrosion – Numerical modelling of bond strength of corroded reinforcement T2 - Concrete Repair, Rehabilitation and Retrofitting II N2 - 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. Y1 - 2008 SN - 978-0-429-10359-9 PB - CRC Press ER -