Results 21 to 30 of about 6,864 (214)

Bending reinforced concrete beams with glass fiber reinforced polymer bars: an experimental analysis

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
: There is a recurring need to construct in places where environmental aggressiveness is very high, such as tidal-splash sites, chemical industries, etc.
Tales Viebrantz Fernandes   +2 more
doaj   +1 more source

Extraction of the beam elastic shape from uncertain FBG strain measurement points [PDF]

open access: yes, 2019
Aim of the present paper is the analysis of the strain along the beam that is equipped with Glass Fibers Reinforced Polymers (GFRP) with an embedded set of optical Fiber Bragg Grating sensors (FBG), in the context of a project to equip with these new ...
B Glisic   +6 more
core   +1 more source

Evaluation of deflection and flexural performance of reinforced concrete beams with glass fiber reinforced polymer bars

open access: yesCase Studies in Construction Materials, 2023
This paper aims to experimentally evaluate the load-deflection curve and flexural performance of reinforced concrete (RC) beams with glass fiber reinforced polymer (GFRP) bars.
Muhammad A. Muhammad, Faris R. Ahmed
doaj   +1 more source

Experimental study on bond performance of GFRP bars in self-compacting steel fiber reinforced concrete [PDF]

open access: yes, 2013
Reinforcing bars made of Glass-Fiber-Reinforced Polymers (GFRP) are more and more common as internal reinforcement of concrete structures and infrastructures.
Barros, Joaquim A. O.   +4 more
core   +1 more source

Bond Strength of GFRP Bars Embedded in Engineered Cementitious Composite using RILEM Beam Testing

open access: yesInternational Journal of Concrete Structures and Materials, 2018
This paper presents a study on the bond characteristics of glass fiber reinforced polymer (GFRP) bars in engineered cementitious composite (ECC). Ninety beam specimens having variable parameters namely bar diameter, GFRP bar types (standard low modulus ...
Khandaker Muhammed Anwar Hossain
doaj   +1 more source

Study on the Stress Relaxation Behavior of Large Diameter B-GFRP Bars Using FBG Sensing Technology

open access: yesInternational Journal of Distributed Sensor Networks, 2013
Corrosion of steel tendons in certain aggressive environments could lead to durability problems of civil engineering. More recently, fiber-reinforced polymer (FRP) rods have been introduced in the market as tendons for prestressed concrete structures ...
Li Guo-wei, Pei Hua-Fu, Hong Cheng-yu
doaj   +1 more source

Bond behavior of fiber reinforced polymer bars under direct pullout conditions [PDF]

open access: yes, 2004
This paper examines the behavior of Eurocrete fiber-reinforced polymer (FRP) bars (glass, carbon, aramid, and hybrid) in concrete under direct pullout conditions.
Cairns J.   +4 more
core   +1 more source

Experimental Investigation for Tensile Performance of GFRP-Steel Hybridized Rebar

open access: yesAdvances in Materials Science and Engineering, 2016
Tensile performance of the recently developed “FRP Hybrid Bar” at Korea Institute of Civil Engineering and Building Technology (KICT) is experimentally evaluated by the authors.
Dong-Woo Seo   +3 more
doaj   +1 more source

Using four-point flexure test to investigate effects of temperature and bar size on the tensile properties of GFRP bars

open access: yesPolymer Testing, 2022
Glass fibre reinforced polymer (GFRP) bars have been increasingly used in structures due to their advantages However, the effect of temperature variation is likely to degrade their mechanical behavior. In this experimental study, the tensile strength and
Seyed Mohammad Hosseini   +3 more
doaj   +1 more source

FE modelling of bond interaction of FRP bars to concrete [PDF]

open access: yes, 2006
In this paper a computational modelling approach is used to investigate the bond behaviour of fibre-reinforced plastic (FRP) bars in concrete. Two finite element packages (ANSYS and ABAQUS) are used to model the bond interaction of FRP reinforcing bars ...
Achillides Z.   +8 more
core   +1 more source

Home - About - Disclaimer - Privacy