Compressive strength and failure behaviour of fibre reinforced concrete at elevated temperatures
This paper presents the effects of elevated temperatures of 400°C and 800°C on the residualcompressive strength and failure behaviour of fibre reinforced concretes and comparison is made with thatof unreinforced control concrete. Two types of short fibres are used in this study e.g., steel and basal...
| Main Authors: | , |
|---|---|
| Format: | Journal Article |
| Published: |
Techno-press
2016
|
| Online Access: | http://hdl.handle.net/20.500.11937/23474 |