4.7 Article

Analytical and Numerical Investigation of Embedded Through-section GFRP-Strengthened RC Beams with a Developed Bonding-based Model

Related references

Note: Only part of the references are listed.
Article Engineering, Civil

Experimental and Analytical Study on Shear Performance of Embedded Through-Section GFRP-Strengthened RC Beams

Linh Van Hong Bui et al.

Summary: The structural performance of reinforced concrete beams strengthened in shear with embedded through-section glass fiber-reinforced polymer bars is investigated experimentally and analytically. The results indicate that the shear capacity and stiffness of the beams are enhanced by applying ETS-GFRP, increasing concrete strength, and decreasing shear span-to-effective depth ratio.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2022)

Article Mechanics

Full-range behavior of FRP-to-concrete bonded joints subjected to combined effects of loading and temperature variation

Dong-Ge Jia et al.

Summary: Concrete structures strengthened with externally bonded fiber-reinforced polymer (FRP) composites are likely to experience significant temperature variations due to daily and seasonal temperature changes or possible fire exposure during service life. This paper presents an analytical study for the first time to predict the full-range deformation behavior of a mechanically loaded FRP-to-concrete bonded joint with a limited bond length under temperature variations. The closed-form analytical solution has enabled isolation of the interfacial thermal stress effect from the temperature-induced changes of material properties, thereby leading to an accurate calibration of the bond-slip characteristics and the interfacial fracture energy.

ENGINEERING FRACTURE MECHANICS (2021)

Article Construction & Building Technology

Simulation of Concrete Beams Strengthened by Embedded Through-section Steel and GFRP Bars with Newly Developed Bond Model

Linh Van Hong Bui et al.

JOURNAL OF ADVANCED CONCRETE TECHNOLOGY (2020)

Article Construction & Building Technology

Prediction of Shear Contribution for the FRP Strengthening Systems in RC Beams: A Simple Bonding-based Approach

Linh Van Hong Bui et al.

JOURNAL OF ADVANCED CONCRETE TECHNOLOGY (2020)

Article Engineering, Civil

Experimental Investigation of Concrete Beams Strengthened with Embedded Through-Section Steel and FRP Bars

Linh Van Hong Bui et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2020)

Article Engineering, Civil

Bond performance of deep embedment FRP bars epoxy-bonded into concrete

Manjola Caro et al.

ENGINEERING STRUCTURES (2017)

Article Engineering, Multidisciplinary

RC beams strengthened in shear using the Embedded Through-Section technique: Experimental results and analytical formulation

M. Breveglieri et al.

COMPOSITES PART B-ENGINEERING (2016)

Article Engineering, Civil

Shear Span-Depth Ratio Effect on Behavior of RC Beam Shear Strengthened with Full-Wrapping FRP Strip

Weiwen Li et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2016)

Review Construction & Building Technology

A review on the bond behavior of FRP NSM systems in concrete

Mario R. F. Coelho et al.

CONSTRUCTION AND BUILDING MATERIALS (2015)

Article Materials Science, Multidisciplinary

Side Near Surface Mounted (SNSM) technique for flexural enhancement of RC beams

Md Akter Hosen et al.

MATERIALS & DESIGN (2015)

Article Engineering, Civil

Shear strengthening of reinforced concrete beams strengthened using embedded through section steel bars

Matteo Breveglieri et al.

ENGINEERING STRUCTURES (2014)

Article Computer Science, Interdisciplinary Applications

Nonlinear finite element models for the embedded through-section FRP shear-strengthening method

Ahmed Godat et al.

COMPUTERS & STRUCTURES (2013)

Article Engineering, Civil

Bond Behavior of the ETS FRP Bar Shear-Strengthening Method

A. Godat et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2012)

Article Engineering, Civil

Experimental Tests and Design Model for RC Beams Strengthened in Shear Using the Embedded Through-Section FRP Method

Amir Mofidi et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2012)

Article Engineering, Civil

Tests on reinforced concrete beams strengthened in shear using near surface mounted CFRP and steel bars

Khaldoun N. Rahal et al.

ENGINEERING STRUCTURES (2011)

Article Engineering, Civil

Bond Performance of Near-Surface-Mounted FRP Bars

Shehab M. Soliman et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2011)

Article Engineering, Civil

Bond Performance of GFRP Bars in Tension: Experimental Evaluation and Assessment of ACI 440 Guidelines

M. Harajli et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2010)

Article Construction & Building Technology

Deep embedment of FRP for concrete shear strengthening

P. Valerio et al.

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS (2009)

Article Engineering, Civil

Shear strengthening of T cross section reinforced concrete beams by near-surface mounted technique

Salvador J. E. Dias et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2008)

Article Engineering, Civil

Debonding failures of RC beams strengthened with near surface mounted CFRP strips

JG Teng et al.

JOURNAL OF COMPOSITES FOR CONSTRUCTION (2006)

Article Construction & Building Technology

Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests

Jianguo Dai et al.

JOURNAL OF ADVANCED CONCRETE TECHNOLOGY (2006)

Article Construction & Building Technology

Shear capacity of fiber-reinforced polymer-strengthened reinforced concrete beams: Fiber reinforced polymer rupture

JF Chen et al.

JOURNAL OF STRUCTURAL ENGINEERING (2003)

Article Engineering, Multidisciplinary

A modified pull-out test for bond of near-surface mounted FRP rods in concrete

L De Lorenzis et al.

COMPOSITES PART B-ENGINEERING (2002)