Strengthening of Steel I-Section Beam-Column using Pre-Stressed CFRP Laminate
AHMED TAREK AHMED ABDELRAZIK;
Abstract
The main objective of this study was to estimate the capacity of a beam-column strengthened using pre-stressed CFRP laminate. The study took two paths on parallel to investigate both the ultimate load causing de-bonding and the ultimate load causing yield
Other data
| Title | Strengthening of Steel I-Section Beam-Column using Pre-Stressed CFRP Laminate | Other Titles | تدعيم الأعمدة الكمرية الصلب ذات القطاعات على شكل حرف І بإستخدام ألواح سابقة الإجهاد من المواد البوليمرية المسلحة بألياف الكربون | Authors | AHMED TAREK AHMED ABDELRAZIK | Keywords | Strengthening of Steel I-Section Beam-Column using Pre-Stressed CFRP Laminate | Issue Date | 2013 | Description | The main objective of this study was to estimate the capacity of a beam-column strengthened using pre-stressed CFRP laminate. The study took two paths on parallel to investigate both the ultimate load causing de-bonding and the ultimate load causing yield |
Attached Files
| File | Size | Format | |
|---|---|---|---|
| 119617G2547.pdf | 119.64 kB | Adobe PDF | View/Open |
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