[1. Fredriksson H & Yhlen H: “FE-analysis of cracking in transversal support beams of concrete bridges”. Master Thesis No. 2010:6, Chalmers University of Technology, Department of Civil and Environmental Engineering, Division of Structural Engineering, Göteborg, Sweden, 2010.]Search in Google Scholar
[2. Kuusela M: “FEM analysis of causes of cracking in the end diaphragm of post-tensioned beam bridge”. Report, Tampere University of Technology, Department of Civil Engineering, Tampere, Finland. 2016.]Search in Google Scholar
[3. Finnish Transport Agency: “Liikenneviraston sillat”. (“Bridges of the Finnish Transport Agency”.) 1.1.2016. Finnish Transport Agency, Helsinki, Finland, 2016. (In Finnish.)]Search in Google Scholar
[4. LUSAS. Element reference manual. Version 15.2 Issue 1, 2016.]Search in Google Scholar
[5. Vilonen H: “Soil-structure interaction of skewed integral abutment bridge”. Report, Tampere University of Technology, Department of Civil Engineering, Tampere, Finland. 2007.]Search in Google Scholar
[6. Mäntyranta L & Laaksonen A: “Sillan ja maan yhteistoiminta, SIMA.” (“Soil - Bridge Interaction”.) Unpublished report, Tampere University of Technology, Department of Civil Engineering, Tampere, Finland. 2014.(In Finnish.)]Search in Google Scholar
[7. SFS-EN-1992-1-1. (2004). Eurocode 2: Design of concrete structure. Part 1-1: General rules and rules for buildings. Brussels: CEN.]Search in Google Scholar
[8. Leskelä M: ”Betonirakenteiden suunnittelu ja mitoitus”. (“Design of Concrete Structures”.) Suomen Betoniyhdistys r.y. (Finnish Concrete Association), Helsinki, Finland, 2006. (In Finnish.)]Search in Google Scholar
