The Study on Mechanical Properties of Cement Mortar with Different Types of Steel Fibers
- DOI
- 10.2991/meic-15.2015.40How to use a DOI?
- Keywords
- Steel fiber; Ends-structure; Volume ratio; Mechanical properties; Anchor
- Abstract
In this paper, we study the effects on mechanical properties of cement mortar with different types of steel fibers. The results showed that: Among the three kinds of cement mortars mixed with different steel fibers, the apparent density of mortar mixed with type-C was the minimum, and turned out a steady growth trend as increasing of volume ratio. The flexural strength of mortar mixed with steel fibers was significantly higher than OPC. When the age was 28d, the flexural strength of mortar mixed with C-type steel fiber was the maximum, showing a strong ‘anchor’ performance. The contribution on the compressive strength of the steel fiber’ type and volume ratio was small. Of the three types of mortar, the compressive strength mixed with type-B got a higher value. In the age of 28d, the compressive strength of mortar mixed with type-B got the highest value. The flexural properties of mortar mixed with type-C would be further improved with the increase of mortar matrix’ strength. For the tensile, flexural properties of high strength concrete, improving its toughness and bending performance requires more steel fiber’s content than ordinary concrete.
- Copyright
- © 2015, 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 - Hai-Long Zhang AU - Chang-Chun Pei PY - 2015/04 DA - 2015/04 TI - The Study on Mechanical Properties of Cement Mortar with Different Types of Steel Fibers BT - Proceedings of the 2015 International Conference on Mechatronics, Electronic, Industrial and Control Engineering PB - Atlantis Press SP - 164 EP - 167 SN - 2352-5401 UR - https://doi.org/10.2991/meic-15.2015.40 DO - 10.2991/meic-15.2015.40 ID - Zhang2015/04 ER -