A Numerical Approach for the Hygro-Thermal Monitoring of Timber Structures under Environmental Conditions

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The monitoring of timber structures exposed to natural climate fluctuations during their service life is an important topic for both their serviceability and safety. Numerical methods based on the recent advances in hygro-thermal modelling of wood can integrate the usual sensor-based monitoring techniques by reducing the maintenance costs for timber structures. In this paper, a 3D full coupled analysis based on the multi-Fickian theory with sorption hysteresis of wood is implemented in Abaqus FEM code by defining a new finite element in a user subroutine. To verify the method, the hygro-thermal behaviour of a glulam beam tested in laboratory under variable humidity within a previous research is analysed and the numerical values of moisture content are found to be in agreement with the experimental data. Furthermore, a numerical case-study of a glulam cross section under real climate variations is presented and the related results show the capability of the method to predict the moisture states in each points of the glulam member under continuously variable humidity and temperature.

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786-793

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. M. Dinwoodie. Timber, its nature and behaviour. Van Nostrand Reinhold, (1979).

Google Scholar

[2] T. Toratti. Creep of timber beams in a variable environment. Report no. 31. Helsinki (Finland): Helsinki University of Technology (1992).

Google Scholar

[3] S. Svensson, T. Toratti. Mechanical response of wood perpendicular to grain when subjected to changes of humidity. Wood Sci Technol 36 (2002), 145–56.

DOI: 10.1007/s00226-001-0130-4

Google Scholar

[4] A. Ranta-Maunus. Effects of climate and climate variations on strength. In: Thelandersson S, Larsen HJ, editors. Timber engineering. Chichester: John Wiley & Sons Incorporated (2003).

Google Scholar

[5] J. Jönsson. Moisture induced stresses in timber structures, Technical Report TVBK-1031, Dissertation, Division of Structural Engineering, Lund University of Technology (2005).

Google Scholar

[6] T. Gereke, P. Niemz. Moisture-induced stresses in spruce cross-laminates, Engineering Structures 32 (2010), 600-606.

DOI: 10.1016/j.engstruct.2009.11.006

Google Scholar

[7] V. Angst, K.A. Malo. Moisture-induced stresses in glulam cross sections during wetting exposures. Wood Sci Technol. DOI 10. 1007/s00226-012-0493-8.

DOI: 10.1007/s00226-012-0493-8

Google Scholar

[8] M. Fragiacomo, S. Fortino, D. Tononi, I. Usardi, T. Toratti. Moisture-induced stresses perpendicular to grain in timber sections exposed to European climates. Engineering Structures 33 (2011), 3071-3078.

DOI: 10.1016/j.engstruct.2011.06.018

Google Scholar

[9] E. Frühwald, E. Serrano, T. Toratti, A. Emilsson, S. Thelandersson. Design of safe timber structures—how can we learn from failures in concrete, steel and timber? Report TVBK-3053. Sweden: Lund Institute of Technology (2007).

Google Scholar

[10] COST Action E55. (2006-2011). Modelling of the performance of timber structures,. Information on: /http: /www. cost-e55. ethz. ch.

Google Scholar

[11] S. Svensson, G. Turk, T. Hozjan. Predicting moisture state of timber members in a continuously varying climate, Engineering Structures 33 (2011), 3064-3070.

DOI: 10.1016/j.engstruct.2011.04.029

Google Scholar

[12] H. L. Frandsen. Selected Constitutive models for simulating the hygromechanical response of wood. Dissertation no. 10. Dep. of Civil Engineering, Aalborg University (2007); ISSN: 1901-7294.

Google Scholar

[13] A. J. Stamm. Wood and Cellulose Science. The Ronald Press Company (1964).

Google Scholar

[14] Abaqus/Standard. Theory Manual. Version 6. 8. Dassault Systèms Simulia Corp. Providence (2008).

Google Scholar

[15] Abaqus/Standard. User Subroutines Reference Manual. Version 6. 8. Dassault Systèms Simulia Corp. Providence (2008).

Google Scholar

[16] J. Eitelberger, K. Hofstetter, S. V. Dvinskikh. A multi-scale approach for simulation of transient moisture transport processes in wood below the fiber saturation point. Composites Science and Technology 71 (2011), 1727-1738.

DOI: 10.1016/j.compscitech.2011.08.004

Google Scholar

[17] H. L. Frandsen. Modelling of moisture transport in wood – State of the Art and Analytic Discussion. Wood Science and Timber Engineering, Paper no. 1, 2nd ed., ISSN-1395-7953 R0502, Dept. of Building Technology and Structural Engineering, Aalborg University (2005).

Google Scholar

[18] L. Ahlgren. Moisture fixation in porous building materials. Division of Building Technology. Lund Institute of Technolosy (1972).

Google Scholar

[19] S. Fortino, T. Toratti, A. L. Mendicino. Stress analysis of timber structures under variable humidity conditions by using a multi-Fickian moisture transfer model. 1st International Conference on Structures & Architecture (ICSA2010), Guimaraes, Portugal, July 21-23, 2010. Structures and Architecture. Paulo J. da Sousa Cruz Ed. - CRC Press, Taylor & Francis Group London. (2010).

DOI: 10.1201/b10428-59

Google Scholar

[20] S. Fortino, A. Genoese, A. Genoese, L. Nunes, P. Palma. Numerical modelling of the hygro-thermal response of timber bridges during their service life: a monitoring case-study, submitted to Construction and Building Materials (2013).

DOI: 10.1016/j.conbuildmat.2013.06.009

Google Scholar