نتایج جستجو برای: آرماتور frp

تعداد نتایج: 3450  

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 ...

2018
Fernanda Gimenez de Souza Beatriz Luci Fernandes Carmen Lucia Kuniyoshi Rebelatto Alessandra Melo de Aguiar Letícia Fracaro Paulo Roberto Slud Brofman

Objective To evaluate the ability of the eluate from fibrin-rich plasma (FRP) membrane to induce proliferation and differentiation of isolated human adipose-derived stem cells (ASCs) into chondrocytes. Method FRP membranes were obtained by centrifugation of peripheral blood from two healthy donors, cut, and maintained in culture plate wells for 48 h to prepare the fibrin eluate. The SCATh wer...

2014
Dong-Woo Seo Ki-Tae Park Young-Jun You Ji-Hyun Hwang

This paper deals with an experimental study on the tensile performance of recently developed “FRP Hybrid Bars” by authors. The objective of this study is to investigate tensile strength of FRP Hybrid Bars and to overcome the shortcomings of the FRP material with its low elastic modulus. This uses the concept of material hybridization to increase elastic modulus to be used in concrete structures...

2014
Enzo Martinelli Annalisa Napoli Bruno Nunziata

The use of mechanically-fastened fiber-reinforced polymer (MF-FRP) systems has recently emerged as a competitive solution for the flexural strengthening of reinforced concrete (RC) beams and slabs. An overview of the experimental research has proven the effectiveness and the potentiality of the MF-FRP technique which is particularly suitable for emergency repairs or when the speed of installati...

Journal: :Biochemistry 2001
C E Jeffers S C Tu

It is believed that the reduced FMN substrate required by luciferase from luminous bacteria is provided in vivo by NAD(P)H-FMN oxidoreductases (flavin reductases). Our earlier kinetic study indicates a direct flavin cofactor transfer from Vibrio harveyi NADPH-preferring flavin reductase P (FRP(H)) to the luciferase (L(H)) from the same bacterium in the in vitro coupled luminescence reaction. Ki...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه رازی - دانشکده فنی و مهندسی 1391

چکیده : با توجه به استفاده روز افزون از تیرهای عمیق بتنی انجام مطالعات بیشتر روی این سازه ها امری ضروری به نظر می رسد . در یک ده? گذشته با مطرح شدن بحث تقویت اعضاء بتن مسلح، توسط الیاف پلیمری (frp) فصل جدیدی از مطالعات در این زمینه شکل گرفته است. بخش قابل توجهی از این مطالعات ، بر طراحی برشی متمرکز می باشد. بر اساس تحقیقات به عمل آمده بر روی تیر های عمیق ، تقویت بوسیله آرماتور بیش از یک مقدار...

پایان نامه :دانشگاه تربیت معلم - تهران - پژوهشکده فنی و مهندسی 1393

اتصال تیر به ستون یکی از مهم ترین قسمت های یک سازه است که در صورت اجرای مناسب این قسمت سازه دارای رفتار مناسب به لحاظ شکل پذیری و ایجاد مکانیزم درست مفصل پلاستیک است. در هنگام زلزله به علت وجود نیروی محوری ، لنگر خمشی و نیروی برشی در گره اتصال تیر به ستون ، دچار تنش های زیادی می¬شود. در آیین نامه های جدید توجه خاصی به این قسمت از سازه شده است ولی درآیین نامه های قبلی به دلیل اینکه طراحی بر مبنا...

2003
S. Grando

This paper presents an experimental program dealing with the shear strengthening with FRP systems of URM walls built with concrete and clay units. Ten concrete and five clay masonry panels, strengthened with FRP composites in the form of laminates and rods, and stainless steel, were loaded along the wall diagonal to observe their shear performance. The dimension of the concrete masonry panels w...

2014
Xiaodan Teng Y. X. Zhang

A new layered 4-node, 24-degrees of freedom rectangular composite plate element is developed in this paper for nonlinear finite element analyses of FRP-strengthened RC slabs. The layered approach is used to form an integrated plate element for modelling of concrete, FRP, adhesive layer and steel reinforcement with a perfect bond assumption between each layer. Timoshenko’s composite beam functio...

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