A 2-D numerical model of the mechanical behavior of the textile-reinforced concrete composite material: effect of textile reinforcement ratio
Affiliations:
1 Department of Mechanisms of Materials, Hanoi University of Mining and Geology, Vietnam 2 Université de LYON, Université Claude Bernard LYON 1; Laboratoire des Matériaux Composites pour la Construction LMC2, France
- *Corresponding:This email address is being protected from spambots. You need JavaScript enabled to view it.
- Keywords: Basalt textile, Mechanical behavior, Numerical modelling, Textile-reinforced concrete (TRC), Reinforcement ratio.
- Received: 8th-Feb-2020
- Revised: 17th-May-2020
- Accepted: 30th-June-2020
- Online: 28th-June-2020
- Section: Mining Engineering
Abstract:
The textile-reinforced concrete composite material (TRC) consists of a mortar/concrete matrix and reinforced by multi-axial textiles (carbon fiber, glass fiber, basalt fiber, etc.). This material has been used widely and increasingly to reinforce and/or strengthen the structural elements of old civil engineering structures thanks to its advantages. This paper presents a numerical approach at the mesoscale for the mechanical behavior of TRC composite under tensile loading. A 2-D finite element model was constructed in ANSYS MECHANICAL software by using the codes. The experimental results on basalt TRC composite from the literature were used as input data in the numerical model. As numerical results, the basalt TRC provides a strain-hardening behavior with three phases, depending on the number of basalt textile layers. In comparison with the experimental results, it could be found an interesting agreement between both results. A parametric study shows the significant influence of the reinforcement ratio on the ultimate strength of the TRC composite. The successful finite element modeling of TRC specimens provides an economical and alternative solution to expensive experimental investigations.
Alfano. G., and Crisfield. M., (2001). Finite element interface models for the delamination analysis of laminated composites: mechanical and computational issues. International journal for numerical methods in engineering 50(7). 1701-1736.
Blom. J. and Wastiels. J., (2013). Modeling textile reinforced cementitious composites - effect of elevated temperatures. The 19th international conference on composite marerials.
Brameshuber. W., (2006). Textile Reinforced Concrete - State-of-the-Art. Report of RILEM TC 201-TRC. 292.
Butler. M., Lieboldt. M., Mechtcherine. V. (2010). Application of textile-reinforced concrete (TRC) for structural strengthening and in prefabrication. in: G. van Zijl. W.P. Boshoff (Eds.). Advances in Cement-Based Materials. Taylor and Francis Group. London 127-136.
Colombo. I., Colombo. M., Magri. A., Zani. G., di Prisco. M., (2011). Textile Reinforced Mortar at High Temperatures". Applied Mechanics and Materials. 82. 202-207.
Contamine. R., (2011). Contribution à l’étude du comportement mécanique de composites textile-mortier application à la réparation et/ou renforcement de poutres en béton armé vis-à-vis de l’effort tranchant. Université Claude Bernard (Lyon). E. École Doctorale Mécanique Génie Civil. Acoustique (MEGA). and LGCIE - Laboratoire de Génie Civil et d’Ingénierie Environnementale.
Djamai. Z., Bahrar. M., Salvatore. F. Si Larbi. A., El Mankibi. M., (2017). Textile reinforced concrete multiscale mechanical modelling: Application to TRC sandwich panels. Finite Element and Analysis Design 135. 22-35.
Hegger. J. and Voss S., (2008). Investigations on the bearing behaviour and application potential of textile reinforced concrete. Engineering Structures 30(7). 2050-2056.
Hegger. J., Will. N., Bruckermann. O., Voss. S., (2006). Load bearing behaviour and simulation of textile reinforced concrete. Materials and Structures 39(8). 765-776.
Mechtcherine. V., (2013). Novel cement-based composites for the strengthening and repair of concrete structures. Review article. Construction and Building Materials 41. 365-373.
Mobasher. B., Peled. A., Pahilajani. J., (2006). Distributed cracking and stiffness degradation in fabric-cement composites. Material and Structure 39(3). 317-331.
Rambo. D., de Andrade Silva. F., Toledo Filho. D., Gomes O., (2015). Effect of elevated temperatures on the mechanical behaviour of basalt textile reinforced refractory concrete. Material and Design. 65. 24-33.
Rambo. D,. Silva. F., Toledo Filho. R.. Ukrainczyk. N., Koenders. E., (2016). Tensile strength of a calcium-aluminate cementitious composite reinforced with basalt textile in a high-temperature environment. Cement Concrete Composite 70. 183-193.
Rambo. D., Toledo Filho. R., Mobasher. B., (2017). Experimental investigation and modelling of the temperature effects on the tensile behaviour of textile reinforced refractory concretes. Cement and Concrete Composites 75. 51-61.
Truong. B. T., (2016). Formulation. performances mécaniques. et applications. d’un matériau TRC pour le renforcement et la réparation de structures en béton/et béton armé : Approches expérimentale et numérique. phdthesis. Université de Lyon.
Other articles