Control of cracking in partially prestressed post-tensioned beams.
The primary objective of this paper 15 to discuss the serviceability behaviour of partially prestressed concrete beams. Seven simply supported rectangular beams were tested on an effective span of 2.745m subjected to two third point loadings. The variables in these post-tensioned model beams were t...
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| Main Authors: | , , , |
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| Format: | Conference or Workshop Item |
| Language: | English English |
| Published: |
1986
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| Online Access: | http://psasir.upm.edu.my/id/eprint/19899/1/ID%2019899.pdf http://psasir.upm.edu.my/id/eprint/19899/ |
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