A review on FRP strengthening of steel compression members
Publish place: 2st National Conference on Iranian Structural Engineering
Publish Year: 1394
نوع سند: مقاله کنفرانسی
زبان: English
View: 638
This Paper With 8 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
ISSEE02_204
تاریخ نمایه سازی: 25 آذر 1395
Abstract:
Steel square hollow sections (SHS) are used in many engineering applications. Local buckling may occur in steel hollow sections in compression and overall buckling are also well known which occur in steel hollow section under axial compression. Aging of structures and deterioration of structural members are often reported. The use of new materials and strengthening techniques become vital to retrofitting of existing structures. Fibre reinforced polymer (FRP) as a reliable option because of its properties, have been widely used to confine steel columns for improvement in both strength and ductility. This paper presents a review of researches in the field of steel column strengthened by FRP. This study showed that FRP materials can increase the load carrying capacity of the columns considerably
Keywords:
Authors
Kambiz Narmashiri
1Assistant Professor of Structural Engineering, Department of Civil Engineering, College of Engineering, Zahedan Branch, Islamic Azad University, Zahedan, Iran
Mohammad Reza Ghaemdoust
M.Sc. of Structural Engineering, Department of Civil Engineering, College of Engineering, Zahedan Branch, Islamic Azad University, Zahedan, Iran
مراجع و منابع این Paper:
لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :