Bending Stiffness of a Continuous Concrete Beam Post-tensioned with Unbonded Tendons
The ratio of bending stiffnesses at different critical points in the continuous prestressed concrete beam exerts an influence on the redistribution of internal forces, generally moment from support to field. The increasing load will result in the formation of a large number of cracks in the maximum...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2025-06-01
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| Series: | Nordic Concrete Research |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/ncr-2025-0011 |
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