نتایج جستجو برای: میلگرد gfrp

تعداد نتایج: 1786  

2008
Tzu-Yang Yu

A novel real-time radar NDE technique for the in-depth inspection of glass fiber reinforced polymer (GFRP)retrofitted concrete columns is proposed. In this technique, continuous wave radar signals are transmitted in the far-field region (distant inspection), and reflected signals are collected by the same signal transmitter. Collected radar signals are processed by tomographic reconstruction me...

2013
Paolo Gardoni David Trejo

Glass fiber-reinforced polymer (GFRP) concrete reinforcement exhibits high strength, is lightweight, can decrease time of construction, and is corrosion resistant. However, research has shown that chemical reactions deteriorate the GFRP reinforcing bars over time, resulting in a reduced tensile capacity. This paper develops a time-variant probabilistic model to predict the tensile capacity of G...

2016
Luca Righetti Vikki Edmondson Marco Corradi Antonio Borri

Fiber-reinforced composite (FRP) materials have gained an increasing success, mostly for strengthening, retrofitting and repair of existing historic masonry structures and may cause a significant enhancement of the mechanical properties of the reinforced members. This article summarizes the results of previous experimental activities aimed at investigating the effectiveness of GFRP (Glass Fiber...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه گیلان - دانشکده فنی 1393

پلیمر های تقویت شده به وسیله الیاف frp3 به عنوان یک جایگزین برای روش های مقاوم سازی قدیمی مانند چسباندن صفحات فولادی , افزایش سطح مقطع و پیش تنیدگی خارجی برای سازه های بتنی پدیدار شده است . با اتصال کامپوزیت به زیر و وجوه تیرهای بتنی و ستون های بتن آرمه، ضمن افزایش مقاومت خمشی، برشی و فشاری عضو بتن آرمه و استحکام بیش از پیش آن ها، مشکلات ناشی از آسیب های قبلی نیز جبران می شود. اما جدا شدگی سریع...

2013
Khaled S. Ragab Ahmed S. Eisa

This paper investigates experimentally and analytically the torsion behavior of steel fibered high strength self compacting concrete beams reinforced by GFRP bars. Steel fibered high strength self compacting concrete (SFHSSCC) and GFRP bars became in the recent decades a very important materials in the structural engineering field. The use of GFRP bars to replace steel bars has emerged as one o...

2008
T. Seidl R. Neumann D. Severin C. Trautmann

Glass fibre reinforced plastic (GFRP) is considered as structure support and insulating material for the new superconducting FAIR magnets. GFRP (G11) is a composite material consisting of woven glass fibres (volume fraction ~50 %) and cured polymer resin (e.g. amine-cured epoxy). The material will be exposed to cryogenic temperatures, high radiation levels and dynamic mechanical loads (Lorentzi...

2018
Fang Xie Ju Chen Xinlong Dong Bing Feng

Experimental investigation of GFRP (glass fiber reinforced polymer) tubes that were filled with magnetically driven concrete was carried out to study the flexural behavior of specimens under bending. Specimens having different cross section and lengths were tested. The test specimens were fabricated by filling magnetically driven concrete into the GFRP tubes and the concrete was vibrated using ...

2009
T. A. Dawood R. A. Shenoi M. Sahin

Embedding FBG strain sensors within a GFRP sandwich composite material allows early detection of internal defects. However, the sensors need to survive the manufacturing process to provide this capability. Vacuum infusion is commonly used to manufacture GFRP sandwich composite materials but, it needs to be modified to accommodate the embedding process. A stage by stage procedure is demonstrated...

ژورنال: :تحقیقات بتن 2013
محمدکاظم شربتدار امیر قدس

به منظور بررسی تاثیر ورق های کامپوزیت gfrp در تقویت خمشی تیرهای t شکل ساخته شده با بتن سبک سازه ای، تعداد 10 عدد نمونه تیر آزمایشگاهی طراحی، ساخته و مورد آزمایش قرار گرفتند که نتایج آن در این مقاله ارائه می گردد. نمونه های آزمایشگاهی با توجه به شرایط و میلگردهای به کاررفته در آن ها به سه گروه a، b و c متناسب با درصد میلگرد کششی مقطع و تعداد لایه های تقویتی تقسیم شدند. طراحی تیرها طوری صورت گرفت...

2017
Muhammad N. S Hadi

This paper presents results of testing eccentrically loaded columns externally wrapped with two types of materials. Six cylindrical (205 mm diameter and 925 mm height) plain columns were cast and tested. Half of the columns were wrapped with GFRP and the other half with CFRP. All columns were tested by applying an axial load at 50 mm eccentricity. In each group (GFRP or CFRP wrapped) of columns...

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