Hostname: page-component-848d4c4894-4rdrl Total loading time: 0 Render date: 2024-07-02T02:24:42.795Z Has data issue: false hasContentIssue false

Bond-Based Computational Mechanics Approach to Plain and Fibre Reinforced Concrete

Published online by Cambridge University Press:  21 February 2011

Piet Stroeven*
Affiliation:
Stevin Laboratory, Delft University of Technology, Stevinweg 4, 2628CN Delft The Netherlands
Get access

Abstract

The various “building blocks” of a computational mechanics approach to plain and steel fibre reinforced concrete (SFRC) are briefly discussed. Experimental data are incorporated, as well. Theory and experiments deal with debonding as the leading mechanism of structural loosening.

Type
Research Article
Copyright
Copyright © Materials Research Society 1988

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

1. Stroeven, P., PhD thesis, Delft University of Technology, 1973.Google Scholar
2. Reinhardt, H.W., Stroeven, P., Uijl, J.A. den, Kooistra, T.R. and Vrencken, J.H.A.M., Betonw. Fertt. Techn. 44, 498 (1978).Google Scholar
3. Stroeven, P. in Mechanical Behaviour of Materials, edited by Miller, K.J. and Smith, R.F. (Pergamon Press, Toronto, 1979), pp. 141150.Google Scholar
4. Stroeven, P. in Fracture Mechanics of Fibre Reinforced Cement-Based Composites, edited by Stroeven, P. (Proc. Symp. Delft, 1970), pp.C1–C45.Google Scholar
Stroeven, P. in Proc. Third Conf. Safety of Bridge Structures (Wroclaw, 1987) (in print).Google Scholar
6. Wicksel, S.D., Biom. 17, 84 (1925).Google Scholar
7. Lenain, J.C. and Bunsell, A.R., J. Mater. Sci. 14, 321 (1979).CrossRefGoogle Scholar
8. Stroeven, P., Mater. Constr. 12 (67), 9 (1979).Google Scholar
9. Stroeven, P., J. Microsc. 111 (pt 3), 283 (1977).Google Scholar
10. Stroeven, P. in Proc. Sec. Eur. Conf. NDT (Austrian Soc. of NDT, Vienna, 1981), pp. 169171.Google Scholar
11. Stroeven, P. and Babut, R., Heron 31 (2), 15 (1986).Google Scholar
12. Stroeven, P. and Babut, R. in Proc. Fourth Eur. Symp. Stereol., edited by Karlsson, B., Warren, R. and Wasén, J. (Chalmers Univ. Göteborg, 1987)Google Scholar
13. Stroeven, P. and Babut, R. in Brittle Matrix Composites, edited by Brandt, A.M. and Marshall, I.H. (Elsevier Appl. Sci. Publ., London, 1986).Google Scholar
14. Stroeven, P., Composites, 13 (4), 129 (1982).CrossRefGoogle Scholar
15. Stroeven, P., Shah, S.P., Haan, Y.M. de and Bouter, C. in Proc RILEM Symp. Testing and Test Methods of Fibre Cement Composites (The Construction Press, Lancaster, 1978), pp. 345353.Google Scholar
16. Shah, S.P., Stroeven, P.. Dalhuisen, D. and Stekelenburg, P. van in Proc. RILEM Symp. Testing and Test Methods of Fibre Cement Composites (The Construction Press, Lancaster, 1978), pp. 399408.Google Scholar
17. Aveston, J., Cooper, G.A. and Kelly, A. in Proc. Conf. Nat. Phys. Lab (IPC Science and Technology Press, 1971), pp. 15–24.Google Scholar
18. Brandt, A.M., Report Stevin Laboratory, 1985 Google Scholar
19. Stroeven, P. and Wind, G. de in Bond in Concrete, edited by Bartos, P. (Applied Science Publishers, London, 1982), pp. 4050.Google Scholar
20. Stroeven, P., Staveren, R.J. van and Wind, G. de in Proc. Int. Kolloq. über das Festigkeits- und Verformungsverhalten von Beton (Dresden, 1979), pp. 303324.Google Scholar
21. Anonymus, Recommandations for approval, supply and acceptance of steels for prestressing tendons (RILEM-FIP-CEB, 1974).Google Scholar
22. J. Bień, Report 1-86-9 Stevin Laboratory, 1986.Google Scholar
23. Stroeven, P. and Bien, J. in Proc Int. Conf. Measurement of Static and Dynamic Parameters of Structures and Materials (IMEKO, Plzen, 1967), pp. 519524.Google Scholar
24. Poulos, H.G. and Davis, E.H., Pile Foundation Analysis and Design (J. Wiley, New York, 1980), p. 71.Google Scholar
25. Bień, J. and Grady, S., Report 1-86-12 Stevin Laboratory, 1986.Google Scholar