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Multi scale numerical approach for micro-cracked viscoelastic masonry

Nguyen, T.T.N. and Nguyen, S.T. and Vu, N.Q. and Nguyen, T.T. and Tran, N.H. and Vu, M.N. (2018) Multi scale numerical approach for micro-cracked viscoelastic masonry. In: 6th International Scientific Conference on Integration, Partnership and Innovation in Construction Science and Education, IPICSE 2018, 14 November 2018 through 16 November 2018.

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Abstract

A multi-scale numerical method for viscoelastic micro-cracked masonry is proposed. Firstly, the effective viscoelastic properties of the masonry are modelled by a periodic homogenization approach. The Modified Maxwell (MM) model is chosen for the creep. Secondly, an incremental procedure is proposed. Thirdly, an incremental formulation is used to get the overall viscoelastic behaviour of the two dimensional periodic cell. Finally, the result of the method is validated against analytical solution. © The Authors, published by EDP Sciences, 2018.

Item Type: Conference or Workshop Item (Paper)
Divisions: Institutes > Institute of Techniques for Special Engineering
Identification Number: 10.1051/matecconf/201825104031
Uncontrolled Keywords: Masonry materials; Numerical methods; Incremental formulation; Multi-scale; Numerical approaches; Periodic cell; Periodic homogenization; Viscoelastic behaviour; Viscoelastic properties; Viscoelasticity
Additional Information: Conference code: 143421. Language of original document: English. All Open Access, Gold.
URI: http://eprints.lqdtu.edu.vn/id/eprint/9480

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