Effect of a temperature change from 20 to 50°C on the basic creep of HPC and HPFRC-Reference-Cited by-同舟云学术

Effect of a temperature change from 20 to 50°C on the basic creep of HPC and HPFRC

Published:2011-03-26 Issue:9 Volume:44 Page:1629-1639
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Ladaoui Wahid,Vidal Thierry,Sellier Alain,Bourbon Xavier

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1617/s11527-011-9723-z.pdf

Reference31 articles.

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3. ASTM C512-02 (2005) Standard test method for creep of concrete in compression. ASTM International, West Conshohocken, PA. doi: 10.1520/C0512-02

4. Bazant ZP, Cusatis G, Cedolin L (2004) Temperature effect on concrete creep modeled by microprestress—solidification theory. J Eng Mech ASCE 130(6):691–699

5. Bazant ZP, Qiang Y (2010) Modeling of concrete creep and hygrothermal deformations, and computation of their structural effect. In: Computational modelling of concretes structures. Euro-C. Schladming, Austria, pp 3–13

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