Fiber-reinforced polymer composites for construction—State-of-the-art review

CE Bakis, LC Bank, VL Brown, E Cosenza… - Journal of composites …, 2002 - ascelibrary.org
A concise state-of-the-art survey of fiber-reinforced polymer (also known as fiber-reinforced
plastic) composites for construction applications in civil engineering is presented. The paper …

[HTML][HTML] Experimental analysis on tensile and bond properties of PBO and aramid fabric reinforced cementitious matrix for strengthening masonry structures

C Caggegi, FG Carozzi, S De Santis… - Composites Part B …, 2017 - Elsevier
Abstract The use of Fabric Reinforced Cementitious Matrix (FRCM) composites appears as a
compatible and effective technique to strengthen masonry structures. The use of FRCM …

[HTML][HTML] Experimental study of bond behaviour between concrete and FRP bars using a pull-out test

M Baena, L Torres, A Turon, C Barris - Composites Part B: Engineering, 2009 - Elsevier
This paper presents the results of an experimental programme concerning 88 concrete pull-
out specimens prepared according to ACI 440.3 R-04 and CSA S806-02 standards. Rebars …

[图书][B] Mechanics of fiber and textile reinforced cement composites

B Mobasher - 2011 - books.google.com
Among all building materials, concrete is the most commonly used—and there is a
staggering demand for it. However, as we strive to build taller structures with improved …

Bond strength of fiber reinforced polymer rebars in normal strength concrete

R Okelo, RL Yuan - Journal of composites for construction, 2005 - ascelibrary.org
The bond behavior of reinforcing bars in concrete is a critical issue in the design of
reinforced concrete structures. This study focuses on the bond strength of fiber reinforced …

[PDF][PDF] Bond between near-surface mounted fiber-reinforced polymer rods and concrete in structural strengthening

L De Lorenzis, A Nanni - Structural Journal, 2002 - researchgate.net
The use of near-surface mounted (NSM) fiber-reinforced polymer (FRP) rods is a promising
technology for increasing flexural and shear strength of reinforced concrete (RC) members …

An analytical model of fully grouted rock bolts subjected to tensile load

S Ma, J Nemcik, N Aziz - Construction and Building Materials, 2013 - Elsevier
An analytical model for fully encapsulated rock bolts subjected to tensile load in pull-out
tests is presented. This model is based on the bond–slip relationship describing the …

[HTML][HTML] Evaluation of the bond-dependent factors for CFRP bars used as structural reinforcement: A critical review

MBC Bakar, RSM Rashid, M Amran… - Case Studies in …, 2023 - Elsevier
This study analyzes the precious data from the literature on bond strength between concrete
and CFRP bars associated with the pullout test. In this regard, an overview of the pullout test …

[HTML][HTML] Bond-slip relations for PBO-FRCM materials externally bonded to concrete

A D'Ambrisi, L Feo, F Focacci - Composites Part B: Engineering, 2012 - Elsevier
Existing reinforced concrete (RC) structures often need to be repaired, strengthened and
upgraded to satisfy current code requirements. In recent years many interventions have …

Pullout behavior of steel fibers in self-compacting concrete

VMCF Cunha, JAO Barros… - Journal of Materials in …, 2010 - ascelibrary.org
In steel fiber-reinforced composites materials, fiber and matrix are bonded together through
a weak interface. The study of this interfacial behavior is important for understanding the …