Testing specimen effect on shrinkage of lightweight concrete

Author:

Vakhshouri Behnam1

Affiliation:

1. Centre for Built Infrastructure Research (CBIR), University of Technology Sydney (UTS), Sydney, NSW, Australia ()

Abstract

The shape and size of the testing specimen influence the measured shrinkage strain of concrete at different ages. This study compares the shrinkage strain of lightweight concrete containing treated expanded polystyrene beads measured by prism (285 × 75 × 75 mm) and cylindrical (150 × 300 mm) specimens for 225 d after 7 and 14 d of moist-curing, respectively. The shape of the specimen had a distinct effect on the shrinkage, especially immediately before and after the age of 60 d. The increasing trend of the shrinkage strain in the prism and cylinder specimens was different. Considering the specimen shape, a relationship is proposed and verified by the existing models and experimental data to predict the shrinkage strain of lightweight concrete.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Shrinkage behavior of concrete containing bottom ash granules as partial replacement of natural sands;Construction and Building Materials;2021-09

2. Shrinkage strains of lightweight aggregate concrete using expanded bottom ash and dredged soil granules;Construction and Building Materials;2018-11

3. Editorial;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2018-03

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