Behavioral nonlinear modeling of prestressed concrete flexural members with internally unbonded steel strands
In this article, a nonlinear analysis was carried out to develop two different models able to estimate the performance of partially prestressed concrete flexural members with unbonded post-tensioned strands, mainly; a methodology proposed by the first author and programmed using FORTRAN language, an...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2022-06-01
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| Series: | Results in Engineering |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2590123022000810 |