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document
De Borst, R. (author), Roddeman, P.G. (author)
journal article 1991
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Sluys, L.J. (author), De Borst, R. (author)
journal article 1992
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Rots, J.G. (author), De Borst, R. (author)
journal article 1989
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De Borst, R. (author), Peeters, P.P.J.M. (author)
journal article 1989
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Rots, J.G. (author), De Borst, R. (author)
journal article 1989
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Jankovic, D. (author), Van Mier, J.G.M. (author)
The goal of this study is to develop a numerical model for the simulation of crack growth due to moisture flow in the porous zone between aggregate and matrix (interfacial transition zone, ITZ), where cracking in concrete originates. Two models are coupled based on similarities in their mesh shape: a Lattice Gas Automaton for moisture flow and a...
journal article 2001
document
Wegen, G. Van der (author), Polder, R.B. (author), Breugel, K. Van (author)
Nowadays major structures require a service life of 100 years or even more. CUR committee VC81 has developed a guideline for service life design based on initiation of corrosion due to chloride penetration for exposure classes XD or XS. A semi-probabilistic simplification of the DuraCrete methodology is introduced with a probability of failure...
journal article 2012
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Sluys, L.J. (author), De Borst, R. (author)
journal article 1996
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Feenstra, P.H. (author), De Borst, R. (author)
journal article 1995
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De Borst, R. (author)
journal article 1997
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Feenstra, P.H. (author), De Borst, R. (author)
journal article 1996
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Mier, J.G.M. (author), De Borst, R. (author)
journal article 1986
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Rots, J.G. (author), De Borst, R. (author)
journal article 1987
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Feenstra, P.H. (author), De Borst, R. (author)
journal article 1995
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Sharooz, B.M. (author), Ho, I.K. (author), Aktan, A.E. (author), De Borst, R. (author), Blaauwendraad, J. (author), Van der Veen, C. (author), Iding, R.H. (author), Miller, R.A. (author)
journal article 1994
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De Borst, R. (author)
journal article 1987
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Stroeven, P. (author), Hu, J. (author)
As a composite material, the performance of concrete materials can be expected to depend on the properties of the interfaces between its two major components, aggregate and cement paste. The microstructure at the interfacial transition zone (ITZ) is assumed to be different from the bulk material. In general, properties of conventional concrete...
journal article 2006
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De Borst, R. (author), Van den Boogaard, A.H. (author)
journal article 1994
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Sluys, L.J. (author), De Borst, R. (author)
journal article 1991
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De Borst, R. (author), Pamin, J. (author)
journal article 1996
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