Abstract
This article outlines a numerical study on the benefit of using High-Performance/Strength Concrete for fabrication of concrete elements. For this purpose a comparison is done between the cost of existing beams with normal strength concrete and optimized beams made of High-Performance/Strength Concrete. A background is given concerning the most essential properties of High-Performance/Strength Concrete such as strength, creep, shrinkage, carbonation and fire resistance. The results indicate that it is necessary to improve the structural configuration of the beams to fit with 16-mm strand in order to achieve an economical outfit. The direct cost reduction after optimization of the section was 15%. Also other advantages such as about 35% reduction of the required amount of carbon dioxide in order to produce cement for the same type of beam, lower cost of transport, and a decreased dead weight of the structure compared with the use of normal strength concrete motivates High-Performance/Strength Concrete for these types of structures.
Original language | English |
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Title of host publication | Proceedings of the Fourth CANMET/ACI/JCI International Conference on Recent Advanced in Concrete Technology. Tokushima. |
Editors | Mohan Malhotra |
Publisher | American Concrete Institute |
Pages | 433-445 |
Publication status | Published - 1998 |
Event | Fourth CANMET/ACI/JCI International Conference on Recent Advanced in Concrete Technology - Tokushima Duration: 0001 Jan 2 → … |
Conference
Conference | Fourth CANMET/ACI/JCI International Conference on Recent Advanced in Concrete Technology |
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Period | 0001/01/02 → … |
Subject classification (UKÄ)
- Materials Engineering
Free keywords
- shrinkage
- normal strength concrete
- High-Performance/Strength Concrete
- creep
- Carbon dioxide
- cost benefit
- strand