Artificial Ageing of Mortar Prisms Reinforced through Steel, Glass and Organic Fibres

Author:

Sinicropi Daniela1,Perria Elena1,Galassi Stefano1,Paradiso Michele1,Borri Antonio2

Affiliation:

1. University of Florence

2. University of Perugia

Abstract

The process of ageing in construction materials is natural and expected, and the technologies to contrast and reverse any damage due to the passing of time are well known in the field of civil engineering. This is true for structures themselves as well as the reinforcement technologies such as, for example, fiber reinforcements (FRP or FRCM). In fact, studies [1,5] have brought attention early on to severe mechanical characteristic reduction caused by the ageing process of specific resin matrices used in composite reinforcement materials, or, even more perilous, their exposure to extreme conditions of temperature. In this project, the authors have set up an experimental campaign on mortar prisms reinforced with different types of fibers and subjected to cycles of ageing through heat exposure. This paper presents the results obtained by three point flexural testing performed at the Testing Laboratory of the University of Florence, comparing the results of the reinforced and aged prisms with those of the non-aged and non reinforced prisms, providing a precedent on how ageing influences the structural behavior of fibers and mortar.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference10 articles.

1. Allred., R.E., The effect of Temperature and Moisture Content on the Flexural Response of Kevlar/Epoxy Laminates: Part 1. Filament Orientation, Journal of Composite Materials, Vol. 15, March 1981, pp.100-132.

2. Borri, A., Castori, G., Indagini Sperimentali Sulla Durabilità Di Materiali Compositi In Fibra d'Acciaio, Associazione Nazionale Italiana di Ingegneria Sismica, Bari, September (2011).

3. Borri A., Corradi M., Speranzini E., Giannantoni, A. (2010) Reinforcement of historic masonry with high strength steel cords, Masonry International, International Masonry Society, n. 23(3), pp.79-90.

4. Briccoli Bati, S., Rotunno, T., Environmental Durability of the bond between the CFRP composite materials and masonry stuctures, Historical Constructions 2001, Guimaraes.

5. Chajes, M.J., Merts D.R., Thomson T.A. and Farschaman C.A., Durability of Composite Material Reinforced, Proc. of the Third Materials Engineering Conference, 1994, pp.598-605. San Diego, CA; ASCE.

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