Inelastic Material Models for Numerical Analysis of Unreinforced Compressed Masonry Columns

Aneta Maroušková

doi:10.4028/www.scientific.net/KEM.677.197

Paper Titles

Plastic Shrinkage of Concrete – Measurement and Method for its Reducing
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Evaluation of the Modulus of Elasticity of Different Types of Concrete Compared with Eurocode 2
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Basic Physical and Mechanical Properties of Composites Based on Three Different Cements
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Impact of Grinding Technology on Final Properties of Portland Cement
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Inelastic Material Models for Numerical Analysis of Unreinforced Compressed Masonry Columns
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The Effect of Surface Treatments of Textile Reinforcement on Mechanical Parameters of HPC Facade Elements
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Comparison of Compressive Strength and Young’s Modulus of Cement Samples with Different Types of Aggregate
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Relation between Parameters of Plasters Measured by Non-Destructive and Destructive Methods
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Sustainability Considerations of Concrete Mixes Incorporating Slag as Partial Replacement of Cement in Concrete in the UAE
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HomeKey Engineering MaterialsKey Engineering Materials Vol. 677Inelastic Material Models for Numerical Analysis...

Inelastic Material Models for Numerical Analysis of Unreinforced Compressed Masonry Columns

Abstract:

This paper deals with numerical analysis of unreinforced compressed masonry column. The experimental program is part of a research project NAKI [1]. Three material models usually used for simulation rock, soil, concrete and other quasi-brittle materials were assumed for numerical modelling of masonry column and mutually compared. The material characteristics were identified based on literature research since the needed mechanical properties were not available. The determination of own material characteristics and comparison numerical simulation with experimental test can be outlined as a future goals. For all simulations the commercial software package ABAQUS was used and the obtained numerical results are discussed.

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Periodical:

Key Engineering Materials (Volume 677)

Pages:

197-202

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.677.197

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Online since:

January 2016

Authors:

Aneta Maroušková*

Keywords:

Brick, Concrete Damaged Plasticity, Drucker-Prager Model, Finite Element Method, Masonry, Mohr-Coulomb Plasticity, Mortar, Numerical Analysis

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References

[1] Research project NAKI DF12P01OVV037 Progressive Non-Invasive Methods of the Stabilization, Conservation and Strengthening of Historic Structures and their Parts with fibre- and nanofibre-based Composite Materials,. The grant researcher is prof. Ing. Jiří Witzany, DrSc.

Google Scholar

[2] J. Witzany, T. Čejka, R. Zigler. Increase In Load-Bearing Capacity And Ductility Of Strengthened Masonry Pillars. In: Proceedings of CICE 2012 - The 6th International Conference on FRP Composites in Civil Engineering. Rome: Universita La Sapienza, (2012).

Google Scholar

[3] Information on http: /www. ilsb. tuwien. ac. at/v6. 14/books/usb/default. htm.

Google Scholar

[4] Stefanou, I., Sab, K., Heck, J. -V. Three dimensional homogenization of masonry structures with building blocks of finite strength: A closed form strength domain, International Journal of Solids and Structures 54 (2015).

DOI: 10.1016/j.ijsolstr.2014.10.007

Google Scholar

[5] Milani, G. 3D upper bound limit analysis of multi-leaf masonry walls, International Journal of Mechanical Sciences 50 (2008) 817-836, doi: 10. 1016/j. ijmecsci. 2007. 11. 003.

DOI: 10.1016/j.ijmecsci.2007.11.003

Google Scholar

[6] Halabian, A. M., Mirshahzadeh, L., Hashemol-Hosseini, H. Non-linear behavior of unreinforced masonry walls with different Iranian traditional brick-work settings, Engineering Failure Analysis 44 (2014).

DOI: 10.1016/j.engfailanal.2014.04.018

Google Scholar

[7] Kawa, M., Pietruszczak S., Shieh-Beygi, B. Limit states for brick masonry based on homogenization approach, International Journal of Solids and Structures 45 (2008) 998-1016, doi: 10. 1016/j. ijsolstr. 2007. 09. 015.

DOI: 10.1016/j.ijsolstr.2007.09.015

Google Scholar

[8] Graubner, C. -A., Richter, L. Diskrete FE-Modellierung von Mauerwerk zur Bestimmung der Druckfestigkeit, Mauerwerk 11 (2007) 342-348, doi: 10. 1002/dama. 200700354.

DOI: 10.1002/dama.200700354

Google Scholar

[9] Jia-Fei Jiang, Yu-Fei Wu. Identification of material parameters for Drucker–Prager plasticity model for FRP confined circular concrete columns. International Journal of Solids and Structures 49 (2012).

DOI: 10.1016/j.ijsolstr.2011.10.002

Google Scholar