نتایج جستجو برای: ورقه های frp

تعداد نتایج: 480945  

2005
S. Rizkalla M. Dawood

This paper reviews the reality and vision of the use of fiber reinforced polymer (FRP) composite materials in civil engineering and transportation infrastructure applications. Due to their superior characteristics these materials have become a commonly accepted construction material for both new construction and for rehabilitation and strengthening of existing bridges and structures. This paper...

2011
Neil Sculthorpe

Functional Reactive Programming (FRP) is an approach to reactive programming where systems are structured as networks of functions operating on time-varying values (signals). FRP is based on the synchronous data-flow paradigm and supports both continuous-time and discretetime signals (hybrid systems). What sets FRP apart from most other reactive languages is its support for systems with highly ...

2016
Yasir Matloob Saeed Thomas Schumacher Patrick McLaughlin Matloob Saeed

................................................................................................................................. i Dedication........................................................................................................................... iii Acknowledgements............................................................................................................. i...

2010
J. G. Teng J. Y. Lu L. Lam Q. G. Xiao

This paper presents a study that forms part of an ongoing project on the seismic retrofit of reinforced concrete (RC) structures with fibre-reinforced polymer (FRP). In this study, a stress-strain model for FRP-confined concrete subjected to cyclic loading was implemented into OpenSees to support the performance-based design of FRP jackets for the seismic retrofit of RC columns/structures. Init...

2009
Sakaé Fuchino István Juhász Lajos Soukup Zoltán Szentmiklóssy Toshimichi Usuba

We introduce a new reflection principle which we call “Fodor-type Reflection Principle” (FRP). This principle follows from but is strictly weaker than Fleissner’s Axiom R. For instance, FRP does not impose any restriction on the size of the continuum, while Axiom R implies that the continuum has size ≤ א2. We show that FRP implies that every locally separable countably tight topological space X...

2017
Antoine Beziau Rafael N. L. de Menezes Awaneesh Singh Julia Cuthbert Anna C. Balazs Tomasz Kowalewski Krzysztof Matyjaszewski Chih-Feng Huang

Stackable gels comprised of layers of dissimilar polymers were synthesized by combining conventional free radical polymerization (FRP) and atom transfer radical polymerization (ATRP) using two approaches: (i) polymerization of a pre-gel solution containing a monomer and cross-linker introduced on top of a previously prepared gel, and (ii) simultaneous polymerization of two immiscible pre-gel so...

ژورنال: :نشریه مهندسی عمران و محیط زیست دانشگاه تبریز 2014
مهراله رخشانی مهر محمدرضا اصفهانی سیدروح الله موسوی

تعیین مقاومت پیوستگی و طول وصله آرماتورهای پلیمری الیافی (frp) از جمله مسائل مورد بحث پژوهشگران در سال های اخیر است. در این مقاله، رابطه ای برای تعیین طول وصله آرماتورهای frp وصله شده در تیرهای بتن آرمه ارائه می شود. بدین منظور ابتدا به کمک نتایج آزمایش های بیرون کشیدگی سایر محققین ، روابطی برای تعیین مقاومت پیوستگی موضعی و مدول تغییر مکان آرماتورهای frp ارائه می شود. سپس به کمک نتایج آزمایش ها...

2002
FRANCESCO MICELLI ANTONIO NANNI

Corrosion of steel reinforcement in an aggressive environment constitutes a serious problem for many reinforced concrete (RC) structures. Fiber-reinforced polymers (FRP) rebars represent a potential solution to this situation. Even if FRP reinforcement shows a good resistance to electro-chemical corrosion, long-term behavior must be investigated and proven. The mechanical properties of FRP rods...

2006
M. Dawood

Recent research has focused on rehabilhation and strengthening of steel structures and bridges using fiber reinforced polymer (FRP) materials. The bond behavior of FRP materials to steel structures is quite different from lhat of concrete structures. Preliminary test results showed the occurrence of very high bond stresses for most strengthening applications due to the amount of strengthening r...

2008
Jie Xiong Youjiang Wang

There is a growing need for the rehabilitation, repair, and upgrading of concrete structures such as bridges and buildings. The repair or rehabilitation of reinforced concrete structures often offers a lower cost alternative to rebuilding, and it is traditionally achieved by bonding steel plates to the tensile face of a reinforced concrete member. The shear strength can be enhanced with plates ...

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