Study the Size Effect of EPS Concrete on Its Compressive Strength
Qiang Li, Hairong Dong, Jianmin Su, Xiaoliang Zhang, Hui Guo, Debai Zhao, Quanpeng Liu
2018
Abstract
The effect of the ratio of EPS bead radius to the specimen size (r/a) on the compressive strength is investigated by theoretical deduction. The results show that r/a, as well as volume fraction, plays an important role in affecting the compressive strength. The volume fraction of EPS beads determines the minimum compressive strength of EPS concrete specimen, the higher volume fraction, the lower the minimum compressive strength. The maximum compressive strength is relied on r/a. When r/a is smaller than 0.05, the effect of r/a can be neglected. As the EPS volume fraction increases, the maximum and the minimum compressive strength will be affected by changing r/a. Therefore, reducing the density and enhancing the compressive strength of EPS concrete can be accomplished by adjusting r/a value to a certain value under a certain volume fraction.
DownloadPaper Citation
in Harvard Style
Li Q., Dong H., Su J., Zhang X., Guo H., Zhao D. and Liu Q. (2018). Study the Size Effect of EPS Concrete on Its Compressive Strength.In The Second International Conference on Materials Chemistry and Environmental Protection - MEEP, ISBN 978-989-758-360-5, pages 139-142. DOI: 10.5220/0008186801390142
in Bibtex Style
@conference{meep18,
author={Qiang Li and Hairong Dong and Jianmin Su and Xiaoliang Zhang and Hui Guo and Debai Zhao and Quanpeng Liu},
title={Study the Size Effect of EPS Concrete on Its Compressive Strength},
booktitle={The Second International Conference on Materials Chemistry and Environmental Protection - MEEP,},
year={2018},
pages={139-142},
publisher={SciTePress},
organization={INSTICC},
doi={10.5220/0008186801390142},
isbn={978-989-758-360-5},
}
in EndNote Style
TY - CONF
JO - The Second International Conference on Materials Chemistry and Environmental Protection - MEEP,
TI - Study the Size Effect of EPS Concrete on Its Compressive Strength
SN - 978-989-758-360-5
AU - Li Q.
AU - Dong H.
AU - Su J.
AU - Zhang X.
AU - Guo H.
AU - Zhao D.
AU - Liu Q.
PY - 2018
SP - 139
EP - 142
DO - 10.5220/0008186801390142