An investigation about debonding mechanisms in FRP-strengthened RC structural elements by using a cohesive/volumetric modeling technique

U De Maio, F Greco, L Leonetti, PN Blasi… - Theoretical and Applied …, 2022 - Elsevier
Several existing fracture modeling strategies for the debonding mechanism simulation in
strengthened structural elements rely on simplified cohesive approaches for concrete/FRP …

Concrete damage plasticity model for modeling FRP-to-concrete bond behavior

Y Tao, JF Chen - Journal of composites for construction, 2015 - ascelibrary.org
The technique of externally bonding fiber-reinforced polymer (FRP) composites has become
very popular worldwide for retrofitting existing reinforced concrete (RC) structures …

Critical review of strength and durability of concrete beams externally bonded with FRP

SR Abid, K Al-lami - Cogent engineering, 2018 - Taylor & Francis
Externally bonded fibre reinforced polymer (FRP) has been proven to be a successful
strengthening technique for deteriorated and aged structures. In the last two decades, an …

Recent developments in experimental and computational studies of hygrothermal effects on the bond between FRP and concrete

FM Mukhtar, O Arowojolu - Journal of Reinforced Plastics …, 2020 - journals.sagepub.com
The performance of fiber reinforced polymer externally bonded to concrete is greatly
influenced by the environmental conditions to which it is exposed during service …

[HTML][HTML] Experimental and numerical studies of reinforced concrete stair beams strengthened with steel bars and plates

A Hamoda, MA El-Mandouh, M Ahmed, AA Abadel… - Engineering …, 2023 - Elsevier
The bends under sagging moments in a Reinforced Concrete Stair Beam (RCSB) in
staircases may be damaged because of improper detailing design or construction; therefore …

[HTML][HTML] Debonding behavior of ancient masonry elements strengthened with CFRP sheets

P Carrara, D Ferretti, F Freddi - Composites Part B: Engineering, 2013 - Elsevier
Strengthening of ancient masonry constructions by means of composite materials is strongly
influenced by the properties of the substrate where the reinforcement is applied. Therefore …

Shear tests of carbon fiber plates bonded to concrete with control of snap-back

P Carrara, D Ferretti, F Freddi, G Rosati - Engineering Fracture Mechanics, 2011 - Elsevier
In the present paper the problem of brittle debonding between carbon-fiber plates (FRP) and
concrete was studied by means of single lap shear tests. Driving the test by controlling the …

[HTML][HTML] Prediction of debonding strength for masonry elements retrofitted with FRP composites using neuro fuzzy and neural network approaches

I Mansouri, O Kisi - Composites Part B: Engineering, 2015 - Elsevier
This paper proposes application of neuro fuzzy and neural network for predicting debonding
strength of retrofitted masonry elements. In order to achieve high-fidelity model, this study …

An investigation of bond behavior between composite materials (CFRP, GWMM, KPGC) and substrates (Brick and Concrete) for strengthening existing masonry …

P Ma, R **n, J Yao - Construction and Building Materials, 2023 - Elsevier
The use of novel composite materials to repair and upgrade existing masonry structures is a
major research topic. The Rilem Technical Committee 250-CSM (Composites for the …

FRP–brick masonry bond degradation under hygrothermal conditions

H Maljaee, B Ghiassi, PB Lourenço, DV Oliveira - Composite Structures, 2016 - Elsevier
Externally bonded reinforcement (EBR) of masonry structures with Fiber Reinforced
Polymers (FRPs) has received extensive attention during the last years. Despite the vast …