Hard and Soft: Principles of Polyner-Impregnated Concrete Using Elastomers

Article Preview

Abstract:

The effect of incorporating elastomeric domains in concrete is described from the point of fracture mechanics. Concrete is subject to brittle failure, since cracks propagate at an enormous speed in the crystalline matrix. However, micro cracks are attracted to volume elements with lower elastic moduli such as elastomeric domains. Cracks that encounter the concrete-elastomer interface are stopped since energy is dissipated by plastic deformation of and/or crack deflection by the elastomer. The domain size and the distribution of the elastomer as well as, and properties of the elastomer-concrete interface are crucial parameters. Such a combination differs substantially from previously prepared polymer-impregnated concretes, in which only glassy polymers were used.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

118-123

Citation:

Online since:

April 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] A. Echte, Rubber-Toughened Styrene Polymers, in C.K. Riew (Ed.), Advances in Chemistry Vol. 222: Rubber-Toughened Plastics, American Chemical Society 1989, p.15–64.

DOI: 10.1021/ba-1989-0222.ch002

Google Scholar

[2] J.L. Amos, The Development of Impact Polystyrene-A Review, Polym. Eng. Sci. 14 (1974) 1–11.

Google Scholar

[3] B.I. Lee, L. Burnett, T. Miller, B. Postage, J. Cuneo, Tyre rubber/cement matrix composites, J. Mater. Sci.Lett. 12 (1993) 967–968.

DOI: 10.1007/bf00420187

Google Scholar

[4] N.N. Eldin, A.B. Senouci, Rubber-tire particles as concrete aggregate,J. Mater. Civ. Eng. 5 (1993) 478–496.

DOI: 10.1061/(asce)0899-1561(1993)5:4(478)

Google Scholar

[5] I.B. Topçu, The properties of rubberized concretes, Cem. Concrete Res. 25(1995) 304–310.

Google Scholar

[6] H.A. Toutanji, The use of rubber tire particles in concrete to replacemineral aggregates, Cem. Concrete Composites. 18 (1996) 135–139.

DOI: 10.1016/0958-9465(95)00010-0

Google Scholar

[7] N. Segre, I. Joekes, Use of tire rubber particles as addition to cement paste,Cem.Concrete Res. 30 (2000) 1421–1425.

DOI: 10.1016/s0008-8846(00)00373-2

Google Scholar

[8] J. Rösler, H. Harders, M. Bäker, Mechanisches Verhalten der Werkstoffe, 4thed., Springer Vieweg, Wiesbaden,2012.

DOI: 10.1007/978-3-8348-2241-3_6

Google Scholar

[9] W.D. Callister Jr., Materials Science and Engineering, 7th ed., John Wiley and Sons Inc., New York, 2007.

Google Scholar

[10] K. Heckel, Einführung in die technische Anwendung der Bruchmechanik, 3rded., Carl Hanser Verlag, München Wien, 1991.

DOI: 10.1002/mawe.19710020515

Google Scholar

[11] R.N. Swamy, Polymer reinforcement of cement systems, J. Mater. Sci. 14 (1979), 1521–1553.

Google Scholar

[12] E.J. Kramer, Microscopic and Molecular Fundamentals of Crazing, in: H.H. Kausch (Ed.), Advances in Polymer Science 52/53, Springer Verlag, Berlin Heidelberg, 1983, p.1–56.

Google Scholar

[13] W.H. Tuan, R.J. Brook, The toughening of alumina with nickel inclusions, J. Europ. Ceram. Soc. 6 (1990) 31–37.

Google Scholar