نتایج جستجو برای: ورق frp

تعداد نتایج: 5899  

2002
Zhishen Wu

Effective application of FRP to concrete structure is not possible until a fundamental understanding of the mechanics and failure mechanisms of the retrofit system is available. This paper is mainly focused on developing a methodology for predicting the debonding failure caused by intermediate flexural cracks in FRP-strengthened R/C beam. Firstly, based on the strain compatibility, an iterative...

2005
E. Lorenz D. Oertel B. Zhukov M. Wooster G. Roberts G. Perry I. Csiszar

Fire parameter estimation is performed using data obtained quasi-simultaneously by the Hot Spot Recognition System (HSRS) on the experimental Bi-spectral InfraRed Detection (BIRD) satellite and the MODerate resolution Imaging Spectro-radiometer (MODIS) on EOS Terra. Compared with the higher spatial resolution BIRD data, MODIS can not detect small fires, which leads in some cases to an underesti...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه تربیت مدرس - دانشکده فنی مهندسی 1387

در یک دهه گذشته با مطرح شدن بحث تقویت اعضاء بتن مسلح، توسط الیاف پلیمری تقویت شده( frp)، فصل جدیدی از مطالعات در این زمینه شکل گرفته است ؛ که بخش قابل توجهی از این مطالعات ، بر طراحی برشی اعضاء تقویت شده با ورق هایfrp متمرکز می باشد. بر اساس تحقیقات به عمل آمده ، افزایش تقویت داخلی بوسیله آرماتورهای برشی بیش از یک مقدار مشخص نمی تواند باعث افزایش ظرفیت برشی و مقاومت نهایی تیرعمیق بتن مسلح شود ،...

2012
S. Rizkalla M. Dawood

This paper presents several advancements in the use of fiber reinforced polymer (FRP) materials for the precast concrete industry. Precast concrete members are commonly selected for reasons such as the high level of quality control used in their production, the durability of the finished structure, reduced labor costs and shorter construction schedules, and the economics of scale achieved with ...

2003
Antonio Nanni

21 Abstract 22 23 This paper reports on the North American state-of-the-art in the use of FRP composites in concrete structures. For new 24 construction, FRP bars have been used as the internal reinforcement in concrete members to replace conventional steel rebars for 25 a host of reasons. The principles for design and construction have been established and proposed to industry by the American ...

2005
A. Nanni Maralee Jones

This paper reports on the key features of the “Guide for the Design and Construction of Concrete Reinforced with FRP Bars” issued by the American Concrete Institute (ACI). For new construction, FRP bars have been used as the internal reinforcement in concrete members to replace conventional steel rebars for a host of reasons. The principles for design and construction were first established and...

2006
R S Trask

The use of functional repair components stored inside hollow reinforcing fibres is being considered as a self-repair system for future composite structures. The incorporation of a self-healing capability within a variety of materials, including fibre reinforced polymers (FRPs), has been investigated by a number of workers previously. This paper considers the placement of self-healing plies with...

Journal: :Circulation research 1967
A Anselmi O Gurdiel J A Suarez G Anselmi

Atrioventricular (A-V) conduction and the functional refractory period (FRP) of the A-V system were studied in 13 dogs chronically infected by T. cruzi that had ECG disturbances indicative of myocarditis. Histopathologic findings at the A-V node and the bundle of His were correlated with the FRP and with conduction times of the A-V propagation system. Retarded conduction was related to inflamma...

2012
Emidio NIGRO Giuseppe CEFARELLI Antonio BILOTTA

Several building codes are available for the design of concrete structures reinforced with FRP; nevertheless knowledge on their structural behavior in case of fire is lack and no reliable design method is available. The experimental data available in the literature about the behavior of fiber-reinforced composite materials as well as of concrete slabs reinforced with FRP bars or grids at high t...

2016
Boyan I. Mihaylov

Tests of deep concrete beams with internal fiber-reinforced polymer (FRP) reinforcement have shown that such members can exhibit lower shear strength than members with conventional steel reinforcement. To model this effect, the current paper proposes an approach based on a two-parameter kinematic theory (2PKT) for conventional deep beams. The 2PKT is built on a kinematic model with two degrees ...

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