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Numerical prediction of punching behavior of RC slabs using 3D non-linear FE analysis
RISE, SP – Sveriges Tekniska Forskningsinstitut.
2016 (English)In: Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks - Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016, 2016, 1607-1611 p.Conference paper, (Refereed)
Abstract [en]

This study was conducted by carrying out nonlinear FE analysis of RC slabs subjected to punching failure, using three-dimensional (3D) continuum elements. The influence of several modelling choices for concrete material were investigated by comparing results such as load-carrying capacity, load-deflection response and crack pattern from the FE analyses with available experimental data. The analyses of the tested slabs show possibility to accurately predict the load-carrying capacity and realistically simulate the behavior of slabs using the proposed method. © 2016 Taylor & Francis Group, London.

Place, publisher, year, edition, pages
2016. 1607-1611 p.
Keyword [en]
Load limits, Loads (forces), Maintenance, Concrete materials, Continuum elements, Crack patterns, Load-deflection response, Non-linear FE, Nonlinear fe analysis, Numerical predictions, Threedimensional (3-d), Safety engineering
National Category
Natural Sciences
Identifiers
URN: urn:nbn:se:ri:diva-27674Scopus ID: 2-s2.0-85001075220ISBN: 9781138028517 (print)OAI: oai:DiVA.org:ri-27674DiVA: diva2:1059179
Conference
8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016, 26 June 2016 through 30 June 2016
Note

References: Amir, S., (2014) Compressive Membrane Action in Prestressed Concrete Deck Slabs, , PhD Thesis. Delft University of Technology, Delft; (1993), fib Model Code for Concrete Structures 1990. Lausanne(2001), fib Bulletin No. 12: Punching of structural concrete slabs. Lausanne(2008), fib Bulletin No. 45: Practitioners’ guide to finite element modelling of reinforced concrete structures. Lausanne, Switzerland(2013), fib Model Code for Concrete Structures 2010. LausanneCornelissen, H.A.W., Hordijk, D.A., Reinhardt, H.W., Experimental Determination of Crack Softening Characteristics of Normalweight and Lightweight Concrete (1985) Heron, 31 (2), pp. 45-56; Eder, M.A., Vollum, R.L., Elghazouli, A.Y., Abdel-Fattah, T., Modelling and experimental assessment of punching shear in flat slabs with shearheads (2010) Engineering Structures, 32 (12), pp. 3911-3924; (2004), Eurocode 2: Design of concrete structures - part 1-1: General rules and rules for buildings. Brussels, Belgium: CEN European Committee for StandardizationGuandalini, S., Burdet, O.L., Muttoni, A., Punching tests of slabs with low reinforcement ratios (2009) ACI Structural Journal, pp. 87-95; Guandalini, S., Muttoni, A., (2004) Symmetrical Punching Tests on Slabs without Transverse Reinforcement, , Doctoral Thesis, Lausanne, Switland; Hallgren, M., Punching shear capacity of reinforced high-strength concrete slabs (1996) Proquest Dissertations and Theses, , Doctoral Thesis, Kungliga Tekniska Hogskolan, Stockholm, Sweden; Hendriks, M.A.N., Den Uijl, J.A., De Boer, A., Feenstr, P.H., Belletti, B., Damoni, C., (2012) Guidelines for Nonlinear Finite Element Analysis of Concrete Structures, , (1st ed.). Delft: Rijkswaterstaat Centre for Infrastructure; Li, B., Maekawa, K., Okamura, H., Contact density model for stress transfer across cracks in concrete (1989) Journal of the Faculty of Engineering, the University of Tokyo, 50 (1); Menétrey, P., Walther, R., Zimmermann, T., Willam, K.J., Regan, P.E., Simulation of Punching Failure in Reinforced-Concrete Structures (1997) Journal of Structural Engineering, 123 (5), pp. 652-659. , 10.1061/(ASCE)0733-9445(1997)123:5(652); Ozbolt, J., Vocke, H., Eligehausen, R., Threedimensional numerical analysis of punching failure (2000) Trita-Bkn. Bulletin, 57, pp. 65-74; Plos, M., Shu, J., Zandi, K., Lundgren, K., A Multilevel Structural Assessment Proposal For Reinforced Concrete Bridge Deck Slabs (2015) Structure and Infrastructure Engineering, (Submitted); Polak, M.A., Shell finite element analysis of RC plates supported on columns for punching shear and flexure (2005) Engineering Computations, 22 (4), pp. 409-428; (2007) Guideline for Inspection and Condition Assessment, , Sustainable bridges: Report; (2007) Guideline for Load and Resistance Assessment of Existing European Railway Bridges, , Sustainable Bridges: Report; Selby, R.G., Vecchio, F.J., A constitutive model for analysis of reinforced concrete solids (1997) Canadian Journal of Civil Engineering, 24 (3), pp. 460-470; Shu, J., Fall, D., Plos, M., Zandi, K., Lundgren, K., Development of modelling strategies for two-way RC slabs (2014) Engineering Structures, 101, pp. 439-449; Thorenfeldt, E., Tomaszewicz, A., Jensen, J.J., Mechanical properties of high-strength concrete and applications in design (1987) In in Proc. Symp. Utilization of High-Strength Concrete; (2014) Diana Finite Element Analysis, User’s Manual -- Release 9.5, , TNO DIANA BV; Vecchio, F.J., Collins, M.P., The modified compression field theory for reinforced concrete elements subjected to shear (1986) ACI Journal, 83 (22), pp. 219-231; Zandi Hanjari, K., Kettil, P., Lundgren, K., Modeling the Structural Behavior of Frost-damaged Reinforced Concrete Structures (2013) Structure and Infrastructure Engineering, 9 (5), pp. 416-431; Zheng, Y., Robinson, D., Taylor, S., Cleland, D., Finite element investigation of the structural behaviour of deck slabs in composite bridges (2009) Engineering Structures, 31 (8), pp. 1762-1776

Available from: 2016-12-22 Created: 2016-12-21 Last updated: 2016-12-22Bibliographically approved

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