Research on the Mechanical Properties of Self-compacting Waste Rubberised Aggregate Concrete
- DOI
- 10.2991/iccte-16.2016.15How to use a DOI?
- Keywords
- rubber particles; self-compacting concrete; bending deformation; stress and strain; ductility
- Abstract
In order to study the changing regularity of rubber particles impact on self-compacting concrete deformation performance, with SCC30 strength of self-compacting concrete as the base, with different amount of rubber particles volume instead of fine aggregate in self-compacting concrete sample, preparation of rubber self compacted concrete prism test block test. The results show that, the rubber particles in self-compacting concrete in more uniform distribution, compared with the reference group, self-compacting concrete with the maximum tensile strain increase, reduce the maximum compressive strength, with the content of rubber particles increases the maximum tensile strain has the tendency of increase, in the admixture of 15% of the largest increases in. Bending tests on different mixing amount of rubber self-compacting concrete specimen. The results show that, the rubberized self-compacting concrete specimens under bending is generated in the process of plastic deformation is obvious, the specimen at ultimate load after plastic deformation ductility damage greatly, compared with the reference group limit deformation values are greatly improved.
- Copyright
- © 2016, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Jianjie Yu PY - 2016/01 DA - 2016/01 TI - Research on the Mechanical Properties of Self-compacting Waste Rubberised Aggregate Concrete BT - Proceedings of the 2016 International Conference on Civil, Transportation and Environment PB - Atlantis Press SP - 88 EP - 92 SN - 2352-5401 UR - https://doi.org/10.2991/iccte-16.2016.15 DO - 10.2991/iccte-16.2016.15 ID - Yu2016/01 ER -