Evaluation of creep, shrinkage and modulus of elasticity models for high strength concrete

Full text for this resource is not available from the Research Repository.

Baidya, Narayan, Mendis, Priyan and Fragomeni, Sam (2011) Evaluation of creep, shrinkage and modulus of elasticity models for high strength concrete. In: Incorporating sustainable practice in mechanics of structures and materials. Fragomeni, Sam, Venkatesan, Srikanth, Lam, Nelson and Setunge, Sujeeva, eds. CRC Press, Boca Raton, Fla., pp. 239-244.

Abstract

In the literature and codes of practice, various equations are recommended for calculating typical material properties of compressive strength, elastic modulus, shrinkage strain and creep coefficient of concrete. The various equations are reported to give significantly different estimates leading to great uncertainty, particularly when estimating axial shortening of vertical concrete elements such as columns, cores and walls in a tall building that typically utilises high strength concrete. The main aim of this paper is to evaluate the various equations from relevant concrete codes and literature used to estimate the material properties of both normal strength concrete (NSC) and high strength concrete (HSC). Selected prediction equations are also compared to recent laboratory results from site delivered HSC.

Dimensions Badge

Altmetric Badge

Item type Book Section
URI https://vuir.vu.edu.au/id/eprint/7679
DOI https://doi.org/10.1201/b10571-42
ISBN 9780415616577 (print), 9780203829868 (online)
Subjects Historical > FOR Classification > 0912 Materials Engineering
Historical > SEO Classification > 8702 Construction Design
Historical > Faculty/School/Research Centre/Department > School of Engineering and Science
Keywords ResPubID22859, strength of concrete, flexibility
Citations in Scopus 3 - View on Scopus
Download/View statistics View download statistics for this item

Search Google Scholar

Repository staff login