Results 111 to 120 of about 31,757 (253)

BEHAVIOR OF HIGH-STRENGTH FIBER CONCRETE COLUMNS REINFORCED WITH GLASS FIBER-REINFORCED POLYMER BARS AND STRENGTHENED BY CARBON FIBER-REINFORCED POLYMER WRAP

open access: yesJournal of Engineering and Sustainable Development, 2016
The solution of using glass fiber reinforced polymer (GFRP) bars, as reinforcement in concretestructures to overcome the problems created by steel reinforcement, is now widely accepted because of both its low cost and good results shown by large ...
Raid Mohammed Al Shadidi   +2 more
doaj  

Analytical Models for Reinforced Concrete Columns Retrofitted with Fiber-Reinforced Polymer Composites [PDF]

open access: yes, 2007
Traditional rebar reinforcement methods in concrete columns have been accepted for many years as the common practice among designers and contractors. There has been a tremendous amount of research completed and designers are capable of predicting the ...
Ross, Jason D.
core  

Influence of fatigue loading and environmental conditions on the bond behavior between GFRP systems and SFRSCC substrate [PDF]

open access: yes, 2013
To assess the influence of fatigue loading and environmental conditions on the bond behavior between glass fiber reinforced polymer (GFRP) systems and steel fiber reinforced self-compacting concrete (SFRSCC) that are adhesively bonded, an experimental ...
Barros, Joaquim A. O.   +3 more
core  

Effect of the matrix behavior on the damage of ethylene–propylene glass fiber reinforced composite subjected to high strain rate tension [PDF]

open access: yes, 2012
This study investigates the origin of the strain rate effect on the mechanical behavior of a discontinuous glass fiber reinforced ethylene–propylene copolymer (EPC) matrix composite.
BOCQUET, Michel   +2 more
core   +6 more sources

Impact and Implication of Thermal Conditioning on the Mechanical behavior of FRP Composites [PDF]

open access: yes, 2011
Fiber reinforced composites are used extensively on a very large scale. They are subject to change in temperature and loading conditions constantly. In the experimental study, we have tried to assess the impact of temperature and conditioning time on the
Jha, Prachi Swatantrata, Mitra, Swati
core  

Tension-stiffening model for FRC reinforced by hybrid FRP and steel bars [PDF]

open access: yes, 2016
This paper presents a tension stiffening model for Fiber Reinforced Concrete (FRC) tensile member reinforced by hybrid glass fiber reinforced polymer (GFRP) and steel bars.
Barros, Joaquim A. O.   +2 more
core   +1 more source

Experimental and numerical investigation of the usability of nonwoven hemp as a reinforcement material

open access: yesCase Studies in Construction Materials
This study presents experimental and numerical investigations on the use of chemically untreated and recyclable hemp fibers as reinforcement for outer wrapping in reinforced concrete beams.
Sedat Savas   +2 more
doaj   +1 more source

Investigating the use of fiber-reinforced polymer bars in concrete [PDF]

open access: yes, 2012
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2012.Cataloged from PDF version of thesis.Includes bibliographical references (p.
Najm, Mounir (Mounir Simon)
core  

Influence of Tool Materials on Thrust Force and Delamination in Drilling Sisal-glass Fiber Reinforced Polymer (S-GFRP) Composites

open access: yes, 2014
Natural fiber reinforced polymer matrix composites (PMCs) find applications in many fields in terms of research, industrial applications and widely accepted by scientists, researchers and engineers due to their inherent superior properties. In this paper
M. Ramesh, K. Palanikumar, K. Reddy
semanticscholar   +1 more source

Kinerja Jembatan Rangka Baja Yang Diperkuat Dengan GFRP (Glass Fiber-Reinforced Polymer) [PDF]

open access: yes, 2013
Analysis of the data in this study is focused on a comparison of the results of direct testingdeflection field with SAP 2000 analysis and manual calculation of loading field and standard(RSNI T-02-2005) with a maximum deflection limit bridge.Based on the
Purwanto, E. (Eddy)   +2 more
core  

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