Structural Behaviour Evaluation by Numerical Simulations for Innovative Solutions of Hybrid Lintels - Part 2: FEM Analysis

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The paper presents a detailed analysis on the performance of reinforced concrete (RC)/ aerated autoclaved concrete (AAC) hybrid lintels, studied using finite element method (FEM), through numerical modelling. The analyzed lintels are a combination of modules, made of AAC and RC or pre-stressed concrete, which can be used for closing any span of windows or doors, for any wall thickness. To simulate the hybrid modules lintels in their service state, FEM modelling was used, together with rigorous numerical calculus, in order to better understand their flexural behaviour, the AAC-RC interface area and the way the material properties affect the structural performance of the analyzed lintels. The numerical analysis was initiated with validation of the reference model with analytically determined efforts in concrete component of the lintel. A subsequent model was constructed by adding the steel reinforcement and AAC component to the reference model. The analysis was conducted for two scenarios of a perfect and possibly very weak bond of RC/ AAC interface on “bonded interface model”, BIM and respectively “frictional interface model”, FIM models. The results showed that steel reinforcement had greater effect on the lintel`s stiffness than AAC component, while the effect of AAC is almost cancelled in the case of a weak bond of the interface. Future investigation needs to be developed considering an analytical model based on FIM model calibrated with laboratory measurements.

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286-293

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March 2017

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© 2017 Trans Tech Publications Ltd. All Rights Reserved

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[1] H. Bagheri, The BCE (Block Composed Element) building system. A conceptual study, Licentiate Thesis, Royal Institute of Technology, School of Architecture and Built Environment, Stockholm, ISBN 91-7178-441-1 (2016).

Google Scholar

[2] B.G. Hellers, O. Lundvall, Aerated concrete used in composite action with ordinary concrete – from block to element. Advances in Autoclaved Aerated Concrete, Balkema, Rotterdam, ISBN 90-5410-086-9, pp.201-207 (1992).

Google Scholar

[3] V. Vimonsatit, A.S. Wahyuni, H. Nikraz, Reinforced concrete beams with lightweight concrete infill, Scientific Research and Essays, Vol. 7(27), pp.2370-2379 (2012).

DOI: 10.5897/sre12.115

Google Scholar

[4] T. Subramari, D. Sakthi Kumar, S. Badrinarayanan, Fem Modelling and Analysis of Reinforced Concrete Section with Light Weight Blocks Infill, Journal of Engineering Research and Application, Vol. 4, Issue 6, pp.142-149 (2014).

Google Scholar

[5] M. Al-Kashif, M. Abdel-Mooty, E. Fahmy, M. Abou Zeit, M. Haroun, Nonlinear Modeling and Analysis of AAC in-filled Sandwich Panels for out of Plane Loads, World Academy of Science, Engineering and Technology International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, Vol. 6, No. 4 (2012).

Google Scholar

[6] Information on http: /www. macon. ro.

Google Scholar

[7] SR EN 1992-1-1, Eurocode 2: Design of concrete structures – Part 1: General rules and rules for buildings (2004).

Google Scholar

[8] Information on Workbench User's Guide at http: /148. 204. 81. 206/Ansys/readme. html.

Google Scholar