Flexural Stiffness and Crack Width of Partially Prestressed Beams with Unbonded Tendons
The original concept of “Total Prestress” consists of creating compressions in concrete without generating tension stresses for service load, while in "Partially Prestressed” elements, tensions are allowed in the service stage, which would produce some cracking depending on applied loads that will b...
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| Principais autores: | , , , , |
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| Format: | Artigo |
| Sprog: | Inglês |
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MDPI AG
2023-10-01
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| Serier: | Buildings |
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| Online adgang: | https://www.mdpi.com/2075-5309/13/11/2717 |
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