Experiment and analysis of a hybrid composite post-tension plate girder
Steel plate girders have been employed as structural bridge parts since the 19th century. They are typically made up of built-up sections in the shape of I-beams. Web and flange plates withstand shear force and bending moment, respectively. However, plate girders are vulnerable to shear buckling. Sh...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Universiti Putra Malaysia
2024
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| Online Access: | http://psasir.upm.edu.my/id/eprint/107837/1/04%20JST-4516-2023.pdf http://psasir.upm.edu.my/id/eprint/107837/ http://www.pertanika.upm.edu.my/pjst/browse/regular-issue?article=JST-4516-2023 |
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