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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Andrade, Carmen / Christensen, Hans Henrik / Curtis, Stuart / Fuzier, Jean-Philippe / González-Valle, Enrique / Hartøft, Leif Q. / Hranilovic, Marko / lrwin, Rob W. / Jungwirth, Dieter / Lopes, Sergio / Manjure, P. Y. / Maric, Zvonimir / Matt, Peter / Matthews, Stuart / McGee, Rod W. / Mendonça, Tiago / Meyer, Find / Müller, Hans-R. / Newman, J. B. / Ottesen, Christian / Schjølberg, Elisabeth / Sheng, Zhuang Jun / Van Meer, Peter (2002): Management, maintenance and strengthening of concrete structures. fédération internationale du béton (fib), Lausanne (Suisse).

    https://doi.org/10.35789/fib.BULL.0017

  2. Kotsovos, M. / Newman, J. B. (1979): A model of concrete behaviour under generalised stress. Présenté pendant: IABSE Symposium: Plasticiy in Reinforced Concrete, Copenhagen, Denmark, 1979.

    https://doi.org/10.5169/seals-23529

  3. Arya, C. / Buenfeld, N. R. / Newman, J. B. (1990): Factors influencing chloride-binding in concrete. Dans: Cement and Concrete Research, v. 20, n. 2 (mars 1990).

    https://doi.org/10.1016/0008-8846(90)90083-A

  4. Arya, C. / Newman, J. B. (1990): Problem of Predicting Risk of Corrosion of Steel in Chloride Contaminated Concrete. Dans: Proceedings of the Institution of Civil Engineers, v. 88, n. 5 (octobre 1990).

    https://doi.org/10.1680/iicep.1990.9873

  5. Buenfeld, N. R. / Newman, J. B. (1987): Examination of three methods for studying ion diffusion in cement pastes, mortars and concrete. Dans: Materials and Structures, v. 20, n. 1 (janvier 1987).

    https://doi.org/10.1007/bf02472720

  6. Arya, C. / Newman, J. B. (1990): An assessment of four methods of determining the free chloride content of concrete. Dans: Materials and Structures, v. 23, n. 5 (juin 1990).

    https://doi.org/10.1007/bf02472710

  7. Creath, Mc / Newman, J. B. / Newman, K. (1969): The influence of aggregate particles on the local strain distribution and fracture mechanism of cement paste during drying shrinkage and loading to failure. Dans: Matériaux et Constructions, v. 2, n. 1 (janvier 1969).

    https://doi.org/10.1007/bf02473657

  8. Kotsovos, M. D. / Newman, J. B. (1979): A mathematical description of the deformational behaviour of concrete under complex loading. Dans: Magazine of Concrete Research, v. 31, n. 107 (juin 1979).

    https://doi.org/10.1680/macr.1979.31.107.77

  9. Vollum, R. L. / Newman, J. B. (2001): Strut and tie models for analysis/design of external beam-column joints. Dans: Magazine of Concrete Research, v. 53, n. 1 (février 2001).

    https://doi.org/10.1680/macr.2001.53.1.63

  10. Idrus, A. B. / Newman, J. B. (2002): Construction related factors influencing the choice of concrete floor systems. Dans: Construction Management and Economics, v. 20, n. 1 (janvier 2002).

    https://doi.org/10.1080/01446190110101218

  11. Newman, J. B. (1974): Apparatus for testing concrete under multiaxial states of stress. Dans: Magazine of Concrete Research, v. 26, n. 89 (décembre 1974).

    https://doi.org/10.1680/macr.1974.26.89.229

  12. Buenfeld, N. R. / Newman, J. B. (1984): The permeability of concrete in a marine environment. Dans: Magazine of Concrete Research, v. 36, n. 127 (juin 1984).

    https://doi.org/10.1680/macr.1984.36.127.67

  13. Raiss, M. E. / Dougill, J. W. / Newman, J. B. (1990): Development of fracture process zones in concrete. Dans: Magazine of Concrete Research, v. 42, n. 153 (décembre 1990).

    https://doi.org/10.1680/macr.1990.42.153.193

  14. Vollum, R. L. / Newman, J. B. (1999): Towards the design of reinforced concrete eccentric beam—column joints. Dans: Magazine of Concrete Research, v. 51, n. 6 (décembre 1999).

    https://doi.org/10.1680/macr.1999.51.6.397

  15. Vollum, R. L. / Newman, J. B. (1999): Strut and tie models for analysis/design of external beam—column joints. Dans: Magazine of Concrete Research, v. 51, n. 6 (décembre 1999).

    https://doi.org/10.1680/macr.1999.51.6.415

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