[1]
S. Rostam: High performance concrete cover - why it is needed, and how to achieve it in practice. Construction and Building Materials, 10(5), 1996, pp.407-421.
DOI: 10.1016/0950-0618(96)00007-4
Google Scholar
[2]
J. K. Kim and Y. Lee. Seong-Tae Yi: Fracture characteristics of concrete at early ages. Cement Concrete Research, 34, 2004, pp.507-519.
DOI: 10.1016/j.cemconres.2003.09.011
Google Scholar
[3]
N. A. Harder: Computer simulated crack propagation in concrete beams by means of the fictitious crack method and the boundary element method. University of Aalborg, Denmark, (1991).
Google Scholar
[4]
Z. Cen and G. Marier: Bifurcations and instabilities in fracture of cohesive-softening structures: a boundary element analysis. Fatigue Fracture Engineering Materials, Structures 15, 1992, pp.911-928.
DOI: 10.1111/j.1460-2695.1992.tb00066.x
Google Scholar
[5]
A. Portela, M. H. Aliabadi and D. P. Rooke: The dual boundary element method: effective implementation for crack problems. International Journal of Numerical Methods in Engineering, 33(6), 1992, pp.1269-1287.
DOI: 10.1002/nme.1620330611
Google Scholar
[6]
A. L. Saleh and M. H. Aliabadi: Crack growth analysis in concrete using boundary element method. Engineering Fracture Mechanics, 51(4), 1995, pp.533-545.
DOI: 10.1016/0013-7944(94)00301-w
Google Scholar
[7]
P. C. Aitcin, A. M. Neville and P. Acker: Integrated view of shrinkage deformation. Concrete International, 19(9), 1977, pp.35-41.
Google Scholar
[8]
A. M. Neville: Properties of concrete, 4th ed, Longman Group, London, (1995).
Google Scholar
[9]
M. Sule and K. van Breugel: The effect of reinforcement on early-age cracking due to autogenous shrinkage and thermal effects. Cement & Concrete Composites, 26, 2004, pp.581-587.
DOI: 10.1016/s0958-9465(03)00078-7
Google Scholar
[10]
A. Hillerborg, M. Modeer and P. E. Petersson: Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cement Concrete Research, 6, 1976, pp.773-782.
DOI: 10.1016/0008-8846(76)90007-7
Google Scholar
[11]
Y. F. Houst, P. E. Roelfstra and F. H. Wittmann: A model to predict service life of concrete structures. in: F. H. Wittman (Ed. ), Proc. International Colloquium on Material Science and Restoration, Chemie-Verlag, Filderstadt, 1983, pp.181-186.
Google Scholar
[12]
S. Rostasy and D. Bunte: Evaluation of on-site conditions and durability of concrete panels exposed to weather. IABSE Symposium, Lisbon, 1989, pp.145-149.
Google Scholar
[13]
J. P. Broomfield: Corrosion of steel in concrete. E&FN Spon, London, UK, 1997, pp.52-72.
Google Scholar
[14]
B. S. Diamond and N. S. Berke: Steel corrosion in concrete. E&FN Spon, London, UK, 1997, p.48 and p.158.
Google Scholar
