Study of the Effect of Fiber Reinforced Concrete (FRC) Enclosed With Fiber Reinforced Polymers on The Column Under Fnite Element Analysis
Publish Year: 1400
نوع سند: مقاله ژورنالی
زبان: English
View: 112
This Paper With 14 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_JCEMA-5-4_003
تاریخ نمایه سازی: 16 اسفند 1400
Abstract:
Composite columns are columns consisting of a base section and one or more reinforcing sections (filler or filler). The components of a composite do not combine chemically so that the components fully retain their chemical and natural nature, and there is a certain common surface between the components. In terms of the reinforcing section, composites are divided into fiber-reinforced composites (FRC) and particle-reinforced composites (PRC). FRP composite profiles are composite materials that are obtained from carbon, glass, or aramid fibers embedded in a polymer resin (epoxy resin or polyester resin) and as a suitable alternative for areas where the use of steel profiles due to severe corrosion and Or the existence of strong magnetic fields is impossible. Common composite columns are a combination of concrete and composite steels, including FRP rebars and other types of composite rebars. In this research, the study of structural columns made of fiber reinforced concrete (FRP) surrounded by fiber-reinforced polymers (FRC) is presented. Modeling will be performed using Abaqus finite element software. After performing numerical analysis, it was found that fiber concrete has a better and better functional behavior than the column with ordinary concrete, and also, the effect of reinforced fibers increases the compressive strength of the column.
Keywords:
Authors
Seyed Ali Mousavi Davoudi
Department of Civil Engineering, Tabari University of higher Education, Babol, 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 :