Loading to failure and 3D nonlinear FE modelling of a strengthened RC bridge

References

• Brigade. (2011). Brigade software is described onhttp://www.scanscot.com. It is based on Abaqus. Retrieved from http://www.3ds.com/products/simulia/portfolio/abaqus/overview/.
   Google Scholar
• BV Bridge. (2003). BVS 583.10 Broregler för nybyggnad – BV Bro, utgåva 9. [Rules for new bridges – version 9] (in Swedish)Borlänge: Banverket.
   Google Scholar
• Elfgren, L., & Noghabai, K. (2001). Tension of reinforced concrete prisms. Round robin analysis and tests on bond. A report from an investigation arranged by RILEM Technical Committee 147-FMB Fracture Mechanics to Anchorage and Bond, Research Report 2001:13, 244 pp, ISBN 91-89580-01-X, Luleå University of Technology (LTU), Luleå. Retrieved from: http://pure.ltu.se/portal/files/1358342/LTU-FR-0113-SE.pdf.
   Google Scholar
• Eurocode 2. (2004). Design of concrete structures. European Committee for Standardazation (CEN); EN 1992:2005.
   Google Scholar
• Fernandez-Ruiz, M., Muttoni, A., & Hars, E. (2007). Experimental investigation on the load carrying capacity of thin webs including post-tensioning tendons. fib symposium Dubrovnik, Croatia (pp. 483–490). Retrieved from: http://infoscience.epfl.ch/record/116121/files/Fernandez07.pdf.
   Google Scholar
• Ferreira, D., Bairan, J., & Mari, A. (2012). Modelação numérica de estruturas porticadas de betão armado e pré-esforçado críticas ao esforço transverso e propostas de reforço [Numerical simulation of reinforced and prestressed frame structures critical to shear and strengthening proposals] (in Portuguese). Proc. Encontro Nacional Betao Estrutural-BE2012, Oporto, Portugal (10 pp). Retrieved from: http://paginas.fe.up.pt/∼be2012/Indice/BE2012/pdf-files/029_Artigo.pdf.
   Google Scholar
• fib. (2008). Practitioners' guide to finite element modelling of reinforced concrete structures. (State-of-art report. Bulletin 45, 344 pp, ISBN 978-2-88394-085-7)Lausanne: International Federation for Concrete Structures.
   Google Scholar
• Hanjari, K. Z., Kettil, P., & Lundgren, K. (2013). Modelling the structural behaviour of frost-damaged reinforced concrete structures. Structure and Infrastructure Engineering, 9, 416–431.
   Web of Science ®Google Scholar
• Malm, R. (2009). Predicting shear type crack initiation and growth in concrete with non-linear finite element method, (PhD Thesis, Royal Institute of Technology, Stockholm, TRITA-BKN, Bulletin 97). Retrieved from http://kth.diva-portal.org/smash/get/diva2:209582/FULLTEXT01.
   Google Scholar
• Nordin, H., & Täljsten, B. (2003). Concrete beams strengthened with CFRP. A study of anchor lengths. In Proceedings of the 10th conference on structural faults and repair, London, UK: ECS Publications. Retrieved from http://www.structuralfaultsandrepair.com.
   Google Scholar
• Pimentel, P., Figueiras, J., & Bruhwiler, E. (2007). Numerical modelling of prestressed beams for structural examination of existing bridges. In J.César de Sá, R.Delgado, A.Rodríguez Ferran, J.Oliver, P. R. M.Lyra, & J. L. D.Alves (Eds.), Proc. in Congresso de Métodos Numéricos em Engenharia CMNE 2007/Congresso Ibero Latino-Americano sobre Métodos Computacionais em Engenharia, XXVIII CILAMCE, June 2007, Porto (pp. 13–15). Lisboa: APMTAC. ISBN: 978-972-8953-16-4.
   Google Scholar
• Puurula, A. (2012). Load-carrying capacity of a strengthened reinforced concrete bridge. Non-linear finite element modeling of a test to failure. Assessment of train load capacity of a two span railway trough bridge in Örnsköldsvik strengthened with bars of Carbon Fibre Reinforced Polymers (CFRP), (Doctoral Thesis, Division of Structural Engineering, Luleå University of Technology, 328 pp, ISBN 978-91-7439-433-7). Retrieved August 2012, from http://pure.ltu.se/portal/files/36697444/Arto_Puurula.pdf.
   Google Scholar
• Puurula, A., Enochsson, O., Thun, H., Nordin, H., Täljsten, B., Elfgren, L., Paulsson, B., & Olofsson, J. (2008, December). Full-scale test to failure of a strengthened reinforced concrete bridge. Calibration of assessment models for load-bearing capacities of existing bridges. Nordic Concrete Research (Publ. 38, Vol. 2008:2, pp. 121–132)Oslo: The Nordic Concrete Federation.
   Google Scholar
• Sas, G. (2011). FRP shear strengthening of reinforced concrete beams, (Doctoral Thesis, Luleå University of Technology, ISBN 978-91-7439-239-5, 107 pp+5 App). Retrieved August 2012, from http://pure.ltu.se/portal/files/32725277/Gabriel_Sas_PhD_Thesis.pdf.
   Google Scholar
• Sas, G., Blanksvärd, T., Enochsson, O., Täljsten, B., & Elfgren, L. (2012). Photographic strain monitoring during full-scale failure testing of Örnsköldsvik bridge. Structural Health Monitoring, 11, 489–498, http://shm.sagepub.com/content/11/4/489.full.pdf+html.
   Web of Science ®Google Scholar
• SB. (2007). Sustainable bridges – assessment for future traffic demands and longer lives. A European Integrated Research Project during 2003–2008 within FP6, No TIP3-CT-2003-001653. Retrieved August 2012, from www.sustainablebridges.net.
   Google Scholar
• SB-6.3. (2007). Field Tests. Örnsköldsvik Bridge – Full scale testing; Vitmossen – Strengthening of the subsoil; Frövi Bridge – Strengthening and monitoring. In B.Täljsten & A.Carolin (Eds.), Deliverable D6.3, sustainable bridges – A project within EU FP6. Retrieved August 2012, from www.sustainablebridges.net.
   Google Scholar
• SB-7.3. (2008). Field test of a concrete bridge in Örnsköldsvik, Sweden. In L.Elfgren, O.Enochsson, & H.Thun (Eds.), Deliverable D 7.3, sustainable bridges – Assessment for future traffic demands and longer lives. Available August 2012, from www.sustainablebridges.net.
   Google Scholar
• Schlune, H., Plos, M., & Gylltoft, K. (2009). Improved bridge evaluation through finite element model updating using static and dynamic measurements. Engineering Structures, 31, 1477–1485.
   Web of Science ®Google Scholar
• Shmerling, R. Z., & Catbas, F. N. (2010). Visualisation, modelling and parametric analysis of an elevated guideway structure for condition assessment. Structure and Infrastructure Engineering, 6, 447–465.
   Web of Science ®Google Scholar
• Vogel, T., & Bargähr, R. (2006). Zustandserfassung von Brücken bei deren Abbruch (ZEBRA), [Condition Survey of Bridges during their Demolition] (In German). Zürich: Eidgenössisches Departement für Umwelt, Verkehr und Kommunikation UVEK, Bundesamt für Strassen. Forschungsauftrag AGB 1998/101(86/98), 187 pp.
   Google Scholar
• Zwicky, D., & Vogel, T. (2000, November). Bruchversuche an ausgebauten Brückenträgern, [Ultimate load tests on dismantled bridge girders] (in German). IBK-Report Nr. 258, ETH Zurich, Institute of Structural Engineering, Birkhäuser Basel, 167 pp.
   Google Scholar