Numerical analysis of shear critical RC beams strengthened in shear with FRP sheets

D Ferreira, E Oller, A Marí, J Bairán - Journal of Composites for …, 2013 - ascelibrary.org
The objective of this paper is to contribute to the understanding of the shear resisting
mechanisms in RC beams shear-strengthened by externally bonded fiber-reinforced …

Analysis of FRP shear strengthening solutions for reinforced concrete beams considering debonding failure

D Ferreira, E Oller, A Marí, J Bairán - Journal of composites for …, 2016 - ascelibrary.org
In this paper, a fiber beam model previously developed by the authors for the nonlinear
analysis of strengthened elements, including the effects of shear, is used to predict the …

Shear strengthening of prestressed hollow core slabs using externally bonded Carbon Fiber Reinforced Polymer sheets

X Meng - 2016 - search.proquest.com
Precast prestressed hollow core slabs are widely used for concrete structures all over the
world. Since no shear stirrup arranged in PHC slabs, the shear resistance is only provided …

Concreto reforzado con textil para el refuerzo y rehabilitación de columnas de hormigón armado

AGC Romero - Revista Ingeniería, 2021 - revistaingenieria.org
Los avances tecnológicos proponen nuevas tecnologías en la rehabilitación de columnas
estructurales, algunas de ellas incorporan textil como material de refuerzo. En este sentido …

Numerical analysis of reinforced concrete beams strengthened in shear by externally bonded (EB) fibre reinforced polymer (FRP) sheets

EO Ibars, D Ferreira, AM Bernat, JMB García - Hormigón y acero, 2018 - Elsevier
In this paper, a fibre beam model previously developed by the authors for the nonlinear
analysis of strengthened elements, including the effects of shear, is used to predict the …

[PDF][PDF] Shear strengthening of prestressed concrete hollow-core slabs using externally bonded carbon-fiber-reinforced polymer sheets.

X Meng, S Cheng, A El Ragaby - PCI Journal, 2019 - pci.org
A precast, prestressed concrete hollow-core slab is a structural member that has several
voids extended through the member length to reduce its self-weight and increase economic …

Estudio del comportamiento mecánico de vigas de hormigón armado reforzadas a flexión ya cortante con materiales compuestos de matriz cementítica

C Escrig Pérez - 2015 - upcommons.upc.edu
La tendencia global en aplicar criterios de sostenibilidad en la mayoría de ámbitos
productivos, así como la limitada durabilidad y las patologías que sufren los elementos de …

Estudio de la adherencia de armaduras de polímeros reforzados con fibras con resinas termoplásticas

A Moncayo Tello - 2021 - upcommons.upc.edu
Este trabajo investiga el comportamiento de adherencia de las barras de polímero reforzado
con fibra (FRP) en elementos de hormigón, mediante el análisis de la influencia de ciertas …

[图书][B] Refuerzo a cortante de vigas de hormigón armado con tejidos y matrices base cemento. Análisis y comparativa

C Escrig Pérez, L Gil Espert - 2016 - upcommons.upc.edu
El principal objetivo de la presente investigación es realizar un estudio comparativo sobre la
capacidad de diversos tipos de TRM actuando como refuerzo a cortante en vigas de …

Shear strength of reinforced concrete beams with FRP longitudinal and transverse reinforcement

SA Gradinaru - 2015 - upcommons.upc.edu
During the last decades the use of fiber reinforced polymers (FRP) has been introduced in
the field of structural engineering, first as external reinforcement and later as passive and …