Evaluation on structural performance of hybrid composite post-tension plate girder through finite element analysis
Plate girders are typically formed by the built-up of I-shaped plates. It is vulnerable and weak in resisting buckling. In this study, FE analysis models were developed to evaluate the flexural performance of a hybrid composite post-tension (HCPt) plate girder. The HCPt plate girder is made of doubl...
| Main Authors: | , , , , |
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| Format: | Article |
| Published: |
Taylor and Francis Ltd.
2024
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