Behavior of the Composite Lightweight Concrete

Article Preview

Abstract:

The use of the lightweight concrete in the so wide field of construction currently makes important great strides considering their threshold of mechanical performances. The use of the lightweight materials such as the hemp, the sawdust, the modified polymers increase their applications. This study which wants to be an innovation in the field them construction materials consists in proposing an new approach of realization of polypropylene grains coated to thwart the lightweight phenomenon of increase of the grains in the matrix concrete of the cylinder. This technique makes it possible in addition to ensure the homogeneity of the matrix concrete and to thus increase the mechanical resistances. This study comprises a packed experimental investigation and a mathematical modeling of the thermal phenomena. The obtained results put forward the advantages of this technique which fulfil the requirements of sustainable development.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

39-50

Citation:

Online since:

December 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] JG. MacGregor,. Reinforced concrete: Mechanics and design. 3rd ed, 1997; 393.

Google Scholar

[2] A. Noumowe , S. Aggoun, R. Cabrillac ., mechanical properties of lightweight aggregate concrete after exposure at high temperature.,. 2nd international symposium on structural lightweight aggregate concrete. kristiansand, norway. (2000).

DOI: 10.14359/4010

Google Scholar

[3] M. -R. Samidi, first report research project on lightweight concrete, University Technology of Malaysia, Skudai, Johor Bahru.

Google Scholar

[4] J. Laroze .,  mécanique des structures tome 4 : calcul des structures en matériaux composites,. eyroles masson ed. (1988).

Google Scholar

[5] I. Czarnecki, T. Broniewski., resin concrete and polymer impregnated concrete: a comparative study ,. compte rendu du third international congress on polymers in concrete, koriyama, japon, vol. 1, mai (1981).

Google Scholar

[6] M.M. Khenfer, P. Morlier .,  effect the length of fibers on the properties of cements reinforce fibers with cellulose, , journal of materials & constructions, vol. 24, pp.185-190, (1991).

Google Scholar

[7] A . Ledhem., A. Bouguerra, M. Queneudec ., étude de l'influence des traitements des granulats et d'ajouts matriciels sur la stabilisation dimensionnelle d'un composite ciment bois fines, revue marocaine de génie civil, n°64, pp.63-67, juillet (1996).

Google Scholar

[8] S. Aggoun, R. Cabrillac , study of the implementation of lightweight aggregate concretes using a high performance matrix, . international symposium on cement and concrete technology in the 2000 s. istambul, turkiye. (2000).

Google Scholar

[9] P.R. L Helene, P.J.M. Monteiro., performance analysis of lightweight aggregate mortar., concret technolgy : new trends, industrial applications. Rilem international workschop. 1994-11-07, barcelona, (1995).

DOI: 10.1201/9781482271584-11

Google Scholar

[10] M. -H. Zhang., o, Gjorv., mechanical propreties of high strength lightweight concrete, ACI materials journal, v. 88, n°3, may-june. (1991).

Google Scholar

[11] J. Roberto dos Santos, F. Branco, J de Brito., 'mechanical propreties of concrete with coarse recycled aggregates. Structural Engineering International 3/2004, 213-215.

DOI: 10.2749/101686604777963900

Google Scholar

[12] B. Gonzalez, F. Martinez., Shear strength of concrete with recycled aggregates. International RILEM Conference on the 'Use of recycled materials in Buildings and Structures, Barcelona, Spain 8-11 Nov. (2004).

Google Scholar

[13] H. W. REINHARDT, Fracture mechanics of an elastic softening material like concrete, Heron, Vol. 29, No. 2, 1984, 42 pp.

Google Scholar

[14] A. HILLERBORG, Analysis of fracture by means of the fictitious crack model particularly for fibre reinforced concrete, Int. Journal of Cement Composites, 2, 1980, pp.177-184.

DOI: 10.1016/0010-4361(81)90517-6

Google Scholar