Effect of Web Stiffeners on The Flexural Behavior of Composite GFRP- Concrete Beam Under Impact Load
In this paper, numerical and experimental studies on the elastic behavior of glass fiber reinforced polymer (GFRP) with stiffeners in the GFRP section's web (to prevent local buckling) are presented. The GFRP profiles were connected to the concrete deck slab by shear connectors. Two full-sca...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
University of Baghdad
2021-02-01
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Series: | Journal of Engineering |
Subjects: | |
Online Access: | https://joe.uobaghdad.edu.iq/index.php/main/article/view/1319 |