Results 71 to 80 of about 38,861 (257)

Numerical calibration of bond laws for GFRP bars embedded in steel fiber-reinforced self-compacting concrete [PDF]

open access: yes, 2013
An experimental program was carried out at the Laboratory of Structural Division of the Civil Engineering Department of the University of Minho (LEST-UM) to investigate the bond behaviour of glass fibre reinforced polymer (GFRP) bars embedded in steel ...
Barros, Joaquim A. O.   +4 more
core   +1 more source

Steel–Mortar and Flexural Mortar–Mortar Bond Strengths of Metakaolin‐Based Geopolymer

open access: yesEngineering Reports, Volume 7, Issue 11, November 2025.
Metakaolin‐based geopolymer mortar demonstrated significantly higher interfacial bond strength than cement mortar across both mortar–mortar and steel–mortar testing, with performance influenced by interface transition zone (ITZ) roughness and curing age.
Amira A. K. Hachem   +3 more
wiley   +1 more source

A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concrete [PDF]

open access: yes, 2016
An overall review of the structural behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC) elements subjected to various loading conditions needs to be conducted to prevent duplicate research and to promote its practical applications ...
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core   +1 more source

Short‐length mechanical bond anchorage for reinforcement bars made of FRP: Experimental and numerical investigations

open access: yesStructural Concrete, Volume 26, Issue 1, Page 821-836, February 2025.
Abstract The availability of fiber‐reinforced polymers (FRP) as an alternative for conventional steel reinforcement in concrete construction is increasing. To widen the scope of application, for example, in the case of prestressing, and to improve the bond behavior at the bar ends, end anchorages need to be considered.
Mathias Hammerl   +3 more
wiley   +1 more source

Confinement model for circular concrete columns transversely reinforced with GFRP spirals and hoops

open access: yesResults in Engineering, 2023
In many applications, bars made of Glass-Fiber-Reinforced-Polymer (GFRP) have successfully replaced steel rebars and become a practical substitute for shear and flexural reinforcement in reinforced concrete (RC) members.
Yazan Almomani   +6 more
doaj   +1 more source

Investigation of the effect of fibers on bond properties between self-consolidating concrete and GFRP rebars [PDF]

open access: yes, 2011
This study evaluated the effect of different fiber types (macro steel fibers, macro PP-fibers and micro PP-fibers) on the bond properties between self-consolidating concrete matrix and glass fiber-reinforced polymer (GFRP) rebars.
Juan Li   +3 more
core  

Poststrengthening Remote Monitoring in Practice: A Case Study of RC Structure Renovation

open access: yesJournal of Engineering, Volume 2025, Issue 1, 2025.
Reinforced concrete (RC) structures are widespread globally, requiring systematic monitoring and proactive maintenance due to ageing, evolving demands and environmental exposure. Prolonging the service life of existing RC structures to meet modern requirements promotes sustainability by reducing waste, conserving resources and minimising environmental ...
Yaroslav Blikharskyy   +5 more
wiley   +1 more source

A Study of the Shear Behavior of Concrete Beams with Synthetic Fibers Reinforced with Glass and Basalt Fiber-Reinforced Polymer Bars

open access: yesBuildings
The use of synthetic materials with high corrosion resistance in a concrete matrix yields structures that are more durable and suitable for use in aggressive environments, eliminating the need for frequent maintenance.
Isabela Oliveira Duarte   +3 more
doaj   +1 more source

Flexural and shear behaviour of precast sandwich slabs comprising thin walled steel fibre reinforced self-compacting concrete [PDF]

open access: yes, 2013
Publicado em "Rheology and processing of construction materials", ISBN 978-2-35158-137-7Insulated sandwich panels are often composed of external concrete layers, mechanically connected through metallic elements, such as trusses.
Azenha, Miguel   +3 more
core  

Novel Splice Method of Reinforced Concrete Beams Without Web Reinforcement Subjected to Pure Torsional Loading

open access: yesJournal of Engineering, Volume 2025, Issue 1, 2025.
This work examines the performance of no web reinforced concrete beams with novel spliced longitudinal steel bars and enhanced by wrapped CFRP sheet subjected to pure torque. The spliced bars were of insufficient length to show the substandard state and were treated with a new method of enhancing the splice region by wrapping CFRP sheet transversely ...
Ziadoon M. Ali   +2 more
wiley   +1 more source

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