HARDENED PORTLAND CEMENT PASTES MODELISATION OF THE MICRO-STRUCTURE AND EVOLUTION LAWS OF MECHANICAL PROPERTIES III - ELASTIC MODULUS

This paper is the last one of a series of three. It proves that the difference in the evolution laws of the compressive strength, rc, and of the elastic modulus, e, is scarcely apparent. The micro-structure model developed with regard to the evolution of rc can also be used to account for the evolution of e, its validity is thus strengthened. Furthermore rc and e both obey laws having the same mathematical form. The reason for this dual behaviour is explained and the possibility is foreseen of a selective altering of e and rc. See also TRIS Nos. 394347 and 394348. (TRRL)

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  • Corporate Authors:

    Pergamon Press, Incorporated

    Maxwell House, Fairview Park
    Elmsford, NY  United States  10523
  • Authors:
    • Granju, J L
    • Maso, J C
  • Publication Date: 1984-7

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Filing Info

  • Accession Number: 00394349
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS
  • Created Date: Jul 31 1985 12:00AM