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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Barr, B. I. G. / Lee, M. K. / de Place Hansen, E. J. / Dupont, D. / Erdem, E. / Schaerlaekens, S. / Schnütgen, B. / Stang, H. / Vandewalle, L. (2003): Round-robin analysis of the RILEM TC 162-TDF beam-bending test: Part 3—Fibre distribution. In: Materials and Structures, v. 36, n. 9 (November 2003).

    https://doi.org/10.1007/bf02483283

  2. Barr, B. I. G. / Lee, M. K. / de Place Hansen, E. J. / Dupont, D. / Erdem, E. / Schaerlaekens, S. / Schnütgen, B. / Stang, H. / Vandewalle, L. (2003): Round-robin analysis of the RILEM TC 162-TDF beam-bending test: Part 1—Test method evaluation. In: Materials and Structures, v. 36, n. 9 (November 2003).

    https://doi.org/10.1007/bf02483281

  3. Lee, M. K. / Barr, B. I. G. (2004): A four-exponential model to describe the behaviour of fibre reinforced concrete. In: Materials and Structures, v. 37, n. 7 (August 2004).

    https://doi.org/10.1007/bf02481583

  4. Barr, B. I. G. / Lee, M. K. / Barragán, B. / Dupont, D. / Gettu, R. / Olesen, J. F. / Stang, H. / Vandewalle, L. (2003): Round-robin analysis of the RILEM TC 162-TDF uni-axial tensile test: Part 1. Test method evaluation. In: Materials and Structures, v. 36, n. 4 (May 2003).

    https://doi.org/10.1007/bf02479620

  5. Barr, B. I. G. / Lee, M. K. / Barragán, B. / Dupont, D. / Gettu, R. / Olesen, J. F. / Stang, H. / Vandewalle, L. (2003): Round-robin analysis of the RILEM TC 162-TDF uni-axial tensile test: Part 2. Fibre distribution. In: Materials and Structures, v. 36, n. 4 (May 2003).

    https://doi.org/10.1007/bf02479621

  6. Barr, B. / Lee, M. K. (2003): Modelling the strain-softening behaviour of plain concrete using a double-exponential model. In: Magazine of Concrete Research, v. 55, n. 4 (August 2003).

    https://doi.org/10.1680/macr.2003.55.4.343

  7. Lee, M. K. / Barr, B. (2005): Describing the stress–crack-opening relationship using a three-exponential model. In: Magazine of Concrete Research, v. 57, n. 9 (November 2005).

    https://doi.org/10.1680/macr.2005.57.9.567

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